Public Health And Municipal Engineering Department Tender

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Public Health And Municipal Engineering Department - PHMED Tender

Works
Civil And Construction
Water Storage And Supply
+1Khammam, Telangana
Opening Date29 Jan 2025
Closing Date13 Feb 2025
Tender Amount₹ 93,32,42,347 
Notes
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Costs

Summary

Rejuvenation Of Water Body Projects In 45 Ulbs (50 Projects) Under Amrut 2.0 Special Tranche In The Jurisdiction Of

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Thorrur Municipality Pedda Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

420

953

400272.6

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Thorrur Municipality Pedda Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Thorrur Municipality Pedda Cheruvu;Greenery on and around bund

1

-

-

... More
Thorrur Municipality Pedda Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

117.57

152

17952.94

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Thorrur Municipality Pedda Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

879

15

13984.89

... More
Thorrur Municipality Pedda Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

54.94

7

436.77

... More
Thorrur Municipality Pedda Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1050

660

693105

... More
Thorrur Municipality Pedda Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2775

118

327894

... More
Thorrur Municipality Pedda Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

615.3

598

368410.88

... More
Thorrur Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm graded metal (MORD) for structures,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

44.5

5498

244677.02

... More
Thorrur Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.45

5300

23586.6

... More
Thorrur Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

64.99

258

16771.32

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Thorrur Municipality Pedda Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Thorrur Municipality Pedda Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

371

175

64954.68

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Thorrur Municipality Pedda Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

878.44

152

134137.79

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Thorrur Municipality Pedda Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

29149.76

118

3444335.64

... More
Thorrur Municipality Pedda Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6973.4

88

617076.17

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Thorrur Municipality Pedda Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

99.62

6365

634133.1

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Thorrur Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

21.12

5300

111943.6

... More
Thorrur Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

179.51

258

46324.35

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Thorrur Municipality Pedda Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Thorrur Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm graded metal (MORD) for structures,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

147

5815

854890.26

... More
Thorrur Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm graded metal (MORD) for structures,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

63

5498

346396.68

... More
Thorrur Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

57.75

5300

306095.79

... More
Thorrur Municipality Pedda Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

596.75

124

74038.77

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Thorrur Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm graded metal (MORD) for structures,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

17.85

5498

98145.73

... More
Thorrur Municipality Pedda Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

4697

220

1034983.95

... More
Thorrur Municipality Pedda Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

192.15

1164

223706.79

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Thorrur Municipality Pedda Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1543.5

2025

3126050.55

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Thorrur Municipality Pedda Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

4697

788

3701987.52

... More
Thorrur Municipality Pedda Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

704.55

2574

1814054.2

... More
Thorrur Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

727.8

258

187816.07

... More
Thorrur Municipality Pedda Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

11340

196

2232392.4

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Thorrur Municipality Pedda Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Maripeda Municipality Konda Samudram;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2083

194

404247.81

... More
Maripeda Municipality Konda Samudram;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1250

129

162237.5

... More
Maripeda Municipality Konda Samudram;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

393.75

756

297867.94

... More
Maripeda Municipality Konda Samudram;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

375

953

357386.25

... More
Maripeda Municipality Konda Samudram;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Maripeda Municipality Konda Samudram;Greenery on and around bund

1

-

-

... More
Maripeda Municipality Konda Samudram;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

104.73

152

15992.27

... More
Maripeda Municipality Konda Samudram;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

783

15

12457.53

... More
Maripeda Municipality Konda Samudram;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

48.94

7

389.07

... More
Maripeda Municipality Konda Samudram;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

937.5

660

618843.75

... More
Maripeda Municipality Konda Samudram;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2472

118

292091.52

... More
Maripeda Municipality Konda Samudram;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

548.1

598

328174.88

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

39.64

5498

217954.99

... More
Maripeda Municipality Konda Samudram;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.96

5300

20989.43

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

57.89

258

14939.09

... More
Maripeda Municipality Konda Samudram;Chain Link Mesh on D/s side

1

-

-

... More
Maripeda Municipality Konda Samudram;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

331.25

175

57995.25

... More
Maripeda Municipality Konda Samudram;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

784.39

152

119776.35

... More
Maripeda Municipality Konda Samudram;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

26029.11

118

3075599.64

... More
Maripeda Municipality Konda Samudram;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6226.5

88

550982.99

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

88.95

6365

566213

... More
Maripeda Municipality Konda Samudram;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

18.86

5300

99964.79

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

160.33

258

41374.76

... More
Maripeda Municipality Konda Samudram;MS Railing on Bund on water side

1

-

-

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

131.25

5815

763294.88

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

56.25

5498

309282.75

... More
Maripeda Municipality Konda Samudram;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

51.56

5300

273286.56

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

532.81

124

66105.74

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

16.32

5498

89733.24

... More
Maripeda Municipality Konda Samudram;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

4193.75

220

924092.81

... More
Maripeda Municipality Konda Samudram;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

171.56

1164

199735.3

... More
Maripeda Municipality Konda Samudram;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1378.13

2025

2791126.69

... More
Maripeda Municipality Konda Samudram;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

4193.75

788

3305346

... More
Maripeda Municipality Konda Samudram;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

629.06

2574

1619684.82

... More
Maripeda Municipality Konda Samudram;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

650.32

258

167821.58

... More
Maripeda Municipality Konda Samudram;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

10125

196

1993207.5

... More
Maripeda Municipality Konda Samudram;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Dornakal Municipality Summer storage tank;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

970.2

71

68884.2

... More
Dornakal Municipality Summer storage tank;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

16

1299

20796.16

... More
Dornakal Municipality Summer storage tank;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

28360

88

2509576.4

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Top Slab

25.6

7104

181885.7

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M20 Grade Side Walls of 200mm thick

240

10072

2417380.8

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab

190

6268

1191079.6

... More
Dornakal Municipality Summer storage tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

95

5638

535674.6

... More
Dornakal Municipality Summer storage tank;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

500

209

104550

... More
Dornakal Municipality Summer storage tank;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

500.1

66

33501.7

... More
Dornakal Municipality Summer storage tank;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

142.5

1512

215551.2

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

346.5

258

89417.79

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

1039.5

124

128970.77

... More
Dornakal Municipality Summer storage tank;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 1.20x1.20m Size

1

-

-

... More
Dornakal Municipality Summer storage tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1667

194

323514.69

... More
Dornakal Municipality Summer storage tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1000

129

129790

... More
Dornakal Municipality Summer storage tank;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

315

756

238294.35

... More
Dornakal Municipality Summer storage tank;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

300

953

285909

... More
Dornakal Municipality Summer storage tank;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Dornakal Municipality Summer storage tank;Greenery on and around bund

1

-

-

... More
Dornakal Municipality Summer storage tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

83.86

152

12805.42

... More
Dornakal Municipality Summer storage tank;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

627

15

9975.57

... More
Dornakal Municipality Summer storage tank;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

39.19

7

311.56

... More
Dornakal Municipality Summer storage tank;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

750

660

495075

... More
Dornakal Municipality Summer storage tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1980

118

233956.8

... More
Dornakal Municipality Summer storage tank;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

438.9

598

262791.38

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

31.74

5833

185157.83

... More
Dornakal Municipality Summer storage tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.17

5638

17874.62

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

46.36

258

11963.66

... More
Dornakal Municipality Summer storage tank;Chain Link Mesh on D/s side

1

-

-

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

105

6170

647864.7

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

45

5833

262511.1

... More
Dornakal Municipality Summer storage tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

41.25

5638

232595.55

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

426.25

124

52884.84

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

12.75

5833

74378.15

... More
Dornakal Municipality Summer storage tank;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

3355

187

628827.65

... More
Dornakal Municipality Summer storage tank;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

137.25

1441

197829.41

... More
Dornakal Municipality Summer storage tank;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1102.5

2275

2509146.68

... More
Dornakal Municipality Summer storage tank;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

3355

897

3012655.8

... More
Dornakal Municipality Summer storage tank;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

503.25

928

467297.82

... More
Dornakal Municipality Summer storage tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

519.86

258

134155.07

... More
Dornakal Municipality Summer storage tank;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7650

196

1505979

... More
Dornakal Municipality Summer storage tank;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Mahabubabad Municipality Kambala Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2500

194

485175

... More
Mahabubabad Municipality Kambala Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1500

129

194685

... More
Mahabubabad Municipality Kambala Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

472.5

756

357441.53

... More
Mahabubabad Municipality Kambala Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

450

953

428863.5

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Mahabubabad Municipality Kambala Cheruvu;Greenery on and around bund

1

-

-

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

125.99

152

19238.67

... More
Mahabubabad Municipality Kambala Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

942

15

14987.22

... More
Mahabubabad Municipality Kambala Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

58.88

7

468.1

... More
Mahabubabad Municipality Kambala Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1125

660

742612.5

... More
Mahabubabad Municipality Kambala Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2974

118

351407.84

... More
Mahabubabad Municipality Kambala Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

659.4

598

394815.75

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

47.69

5512

262910.2

... More
Mahabubabad Municipality Kambala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.77

5287

25223.52

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

69.65

258

17973.88

... More
Mahabubabad Municipality Kambala Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

397.5

175

69594.3

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

941.01

152

143692.23

... More
Mahabubabad Municipality Kambala Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

31224.92

118

3689536.55

... More
Mahabubabad Municipality Kambala Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7474.6

88

661427.35

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

106.78

6352

678331.7

... More
Mahabubabad Municipality Kambala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

22.65

5287

119772.07

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

192.55

258

49689.45

... More
Mahabubabad Municipality Kambala Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

157.5

5830

918373.05

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

67.5

5512

372120.75

... More
Mahabubabad Municipality Kambala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

61.88

5287

327218.35

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

639.38

124

79327.88

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

19.38

5512

106840

... More
Mahabubabad Municipality Kambala Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

5032.5

187

944952.53

... More
Mahabubabad Municipality Kambala Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

205.88

968

199444.19

... More
Mahabubabad Municipality Kambala Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1653.75

2016

3334638.04

... More
Mahabubabad Municipality Kambala Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

5032.5

767

3860481.08

... More
Mahabubabad Municipality Kambala Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

754.88

945

713784.33

... More
Mahabubabad Municipality Kambala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

780.12

258

201317.77

... More
Mahabubabad Municipality Kambala Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

13500

196

2657610

... More
Mahabubabad Municipality Kambala Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Yellandu Municipality Yellandu Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

445.54

71

31633.34

... More
Yellandu Municipality Yellandu Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

7.35

1299

9553.24

... More
Yellandu Municipality Yellandu Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

13696

88

1211959.04

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Top Slab

14.56

7196

104777.98

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Side walls

122.4

6721

822758.11

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab(for bottom slab)

81.6

6355

518587.58

... More
Yellandu Municipality Yellandu Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

54.4

5721

311263.2

... More
Yellandu Municipality Yellandu Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

340

209

71094

... More
Yellandu Municipality Yellandu Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

339.9

66

22769.9

... More
Yellandu Municipality Yellandu Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

81.6

1839

150082.8

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

159.12

258

41062.51

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

477.36

124

59226.06

... More
Yellandu Municipality Yellandu Cheruvu;Construction of RCC Open Drain of section size (0.90x0.90m)

1

-

-

... More
Yellandu Municipality Yellandu Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1867

194

362328.69

... More
Yellandu Municipality Yellandu Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1120

129

145364.8

... More
Yellandu Municipality Yellandu Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

352.8

756

266889.67

... More
Yellandu Municipality Yellandu Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

336

953

320218.08

... More
Yellandu Municipality Yellandu Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Yellandu Municipality Yellandu Cheruvu;Greenery on and around bund

1

-

-

... More
Yellandu Municipality Yellandu Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

93.89

152

14337

... More
Yellandu Municipality Yellandu Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

702

15

11168.82

... More
Yellandu Municipality Yellandu Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

43.88

7

348.85

... More
Yellandu Municipality Yellandu Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

840

660

554484

... More
Yellandu Municipality Yellandu Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2216

118

261842.56

... More
Yellandu Municipality Yellandu Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

491.4

598

294225.75

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

35.54

5871

208668.85

... More
Yellandu Municipality Yellandu Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.55

5721

20312.21

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

51.9

258

13393.31

... More
Yellandu Municipality Yellandu Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Yellandu Municipality Yellandu Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

296.8

175

51963.74

... More
Yellandu Municipality Yellandu Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

702.61

152

107288.55

... More
Yellandu Municipality Yellandu Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

23314.03

118

2754785.78

... More
Yellandu Municipality Yellandu Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5585.3

88

494243.2

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

79.79

6803

542872.81

... More
Yellandu Municipality Yellandu Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

16.97

5721

97098.1

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

144.22

258

37217.41

... More
Yellandu Municipality Yellandu Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

117.6

6210

730310.11

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

50.4

5871

295917.55

... More
Yellandu Municipality Yellandu Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

46.2

5721

264344.85

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

477.4

124

59231.02

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

14.28

5871

83843.31

... More
Yellandu Municipality Yellandu Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

3757.6

216

813069.49

... More
Yellandu Municipality Yellandu Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

153.72

1816

279306.17

... More
Yellandu Municipality Yellandu Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1234.8

2336

2885591.77

... More
Yellandu Municipality Yellandu Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

3757.6

953

3581594.02

... More
Yellandu Municipality Yellandu Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

563.64

2375

1339186.09

... More
Yellandu Municipality Yellandu Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

582.24

258

150252.85

... More
Yellandu Municipality Yellandu Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

10080

196

1984348.8

... More
Yellandu Municipality Yellandu Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Palvancha Municipality Rathi Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

23.51

6280

147655.97

... More
Palvancha Municipality Rathi Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

47.03

1186

55807.68

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

70.54

258

18203.55

... More
Palvancha Municipality Rathi Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

908.12

71

64476.52

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

120

4042

485053.2

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

8

81820

654563.2

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

80

3033

242713.6

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

16

59916

958657.76

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

70

2557

179011.7

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

14

31146

436049.46

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

8

1331

10648.48

... More
Palvancha Municipality Rathi Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

2

17277

34554.7

... More
Palvancha Municipality Rathi Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

950

344

326819

... More
Palvancha Municipality Rathi Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

950

3636

3454922

... More
Palvancha Municipality Rathi Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

156.75

1186

186005.82

... More
Palvancha Municipality Rathi Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

950

209

198645

... More
Palvancha Municipality Rathi Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

997.5

50

50752.8

... More
Palvancha Municipality Rathi Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

997.5

47

46992.23

... More
Palvancha Municipality Rathi Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

400

66

26796

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

29.57

2202

65127.04

... More
Palvancha Municipality Rathi Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

29.57

979

28973.28

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

59.15

729

43175.95

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

59.15

580

34344.86

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

414.03

141

58709.45

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

118.29

2202

260530.18

... More
Palvancha Municipality Rathi Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

118.29

979

115902.91

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

236.59

567

134319.24

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

236.59

451

106846.41

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

1656.12

124

205474.81

... More
Palvancha Municipality Rathi Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

15.68

2664

41775.75

... More
Palvancha Municipality Rathi Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

5.23

1280

6696.7

... More
Palvancha Municipality Rathi Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Palvancha Municipality Rathi Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

150.7

71

10699.7

... More
Palvancha Municipality Rathi Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

433.2

706

306138.11

... More
Palvancha Municipality Rathi Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

18

221

3987.9

... More
Palvancha Municipality Rathi Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

9768.6

88

864423.41

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Side walls

0.81

6233

5049.48

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Side walls

89.1

6233

555442.27

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

72.9

5893

429663.85

... More
Palvancha Municipality Rathi Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

48.6

4846

235557.4

... More
Palvancha Municipality Rathi Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

660

209

138006

... More
Palvancha Municipality Rathi Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

3960

66

265280.4

... More
Palvancha Municipality Rathi Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

72.9

1186

86506.06

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

100.46

258

25924.71

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

401.86

124

49858.77

... More
Palvancha Municipality Rathi Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 0.90m Size (I&D)

1

-

-

... More
Palvancha Municipality Rathi Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

533

194

103439.31

... More
Palvancha Municipality Rathi Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

320

129

41532.8

... More
Palvancha Municipality Rathi Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

100.8

756

76254.19

... More
Palvancha Municipality Rathi Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

96

953

91490.88

... More
Palvancha Municipality Rathi Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Palvancha Municipality Rathi Cheruvu;Greenery on and around bund

1

-

-

... More
Palvancha Municipality Rathi Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

27.29

152

4167.18

... More
Palvancha Municipality Rathi Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

204

15

3245.64

... More
Palvancha Municipality Rathi Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

12.75

7

101.36

... More
Palvancha Municipality Rathi Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

240

660

158424

... More
Palvancha Municipality Rathi Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

644

118

76095.04

... More
Palvancha Municipality Rathi Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

142.8

598

85501.5

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

10.33

5009

51747.41

... More
Palvancha Municipality Rathi Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

1.03

4846

4992.27

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

15.08

258

3891.54

... More
Palvancha Municipality Rathi Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Palvancha Municipality Rathi Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

84.8

175

14846.78

... More
Palvancha Municipality Rathi Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

201.28

152

30735.46

... More
Palvancha Municipality Rathi Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

6681.11

118

789439.96

... More
Palvancha Municipality Rathi Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

1598.1

88

141415.87

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

22.83

5893

134557.28

... More
Palvancha Municipality Rathi Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.87

4846

23604.21

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

41.42

258

10688.85

... More
Palvancha Municipality Rathi Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

33.6

5298

178027.92

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

14.4

5009

72135.79

... More
Palvancha Municipality Rathi Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

13.2

4846

63978.55

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

136.4

124

16923.15

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

4.08

5009

20438.47

... More
Palvancha Municipality Rathi Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

1073.6

190

204875.09

... More
Palvancha Municipality Rathi Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

43.92

1066

46840.24

... More
Palvancha Municipality Rathi Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

352.8

1688

595858.03

... More
Palvancha Municipality Rathi Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

1073.6

666

715135.7

... More
Palvancha Municipality Rathi Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

161.04

1098

176913.71

... More
Palvancha Municipality Rathi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

166.35

258

42928.28

... More
Palvancha Municipality Rathi Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

2880

196

566956.8

... More
Palvancha Municipality Rathi Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Manuguru Municipality Nandi kunta Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

524.16

71

37215.36

... More
Manuguru Municipality Nandi kunta Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

8.4

1299

10917.98

... More
Manuguru Municipality Nandi kunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

16064

88

1421503.36

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Top Slab

16.64

6243

103892.17

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Side walls

144

5769

830751.84

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab(for bottom slab)

96

5454

523625.28

... More
Manuguru Municipality Nandi kunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

64

4855

310757.76

... More
Manuguru Municipality Nandi kunta Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

400

209

83640

... More
Manuguru Municipality Nandi kunta Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

399.9

66

26789.3

... More
Manuguru Municipality Nandi kunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

96

1541

147939.84

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

187.2

258

48308.83

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

561.6

124

69677.71

... More
Manuguru Municipality Nandi kunta Cheruvu;Construction of RCC Open Drain of section size (0.90x0.90m)

1

-

-

... More
Manuguru Municipality Nandi kunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1383

194

268398.81

... More
Manuguru Municipality Nandi kunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

830

129

107725.7

... More
Manuguru Municipality Nandi kunta Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

261.45

756

197784.31

... More
Manuguru Municipality Nandi kunta Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

249

953

237304.47

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Manuguru Municipality Nandi kunta Cheruvu;Greenery on and around bund

1

-

-

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

69.82

152

10661.51

... More
Manuguru Municipality Nandi kunta Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

522

15

8305.02

... More
Manuguru Municipality Nandi kunta Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

32.63

7

259.41

... More
Manuguru Municipality Nandi kunta Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

622.5

660

410912.25

... More
Manuguru Municipality Nandi kunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1648

118

194727.68

... More
Manuguru Municipality Nandi kunta Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

365.4

598

218783.25

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

26.43

4960

131096.76

... More
Manuguru Municipality Nandi kunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.64

4855

12818.76

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

38.6

258

9961.12

... More
Manuguru Municipality Nandi kunta Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

219.95

175

38508.85

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

521.05

152

79564.34

... More
Manuguru Municipality Nandi kunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

17291.31

118

2043141.19

... More
Manuguru Municipality Nandi kunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4136.3

88

366021.19

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

59.09

5902

348805.91

... More
Manuguru Municipality Nandi kunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

12.54

4855

60889.1

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

106.63

258

27516.94

... More
Manuguru Municipality Nandi kunta Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

87.15

5246

457215.92

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

37.35

4960

185261.6

... More
Manuguru Municipality Nandi kunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

34.24

4855

166255.4

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

353.79

124

43894.73

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

10.71

4960

53123.21

... More
Manuguru Municipality Nandi kunta Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

2784.65

189

528554.42

... More
Manuguru Municipality Nandi kunta Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

113.92

1474

167923.78

... More
Manuguru Municipality Nandi kunta Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

915.08

1694

1550813.53

... More
Manuguru Municipality Nandi kunta Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

2784.65

705

1965155.35

... More
Manuguru Municipality Nandi kunta Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

417.7

1047

437565.81

... More
Manuguru Municipality Nandi kunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

431.65

258

111391.6

... More
Manuguru Municipality Nandi kunta Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7470

196

1470544.2

... More
Manuguru Municipality Nandi kunta Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Kothagudem Municipality Nalla Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

8.66

6542

56654.33

... More
Kothagudem Municipality Nalla Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

17.33

1390

24099.79

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

25.99

258

6706.98

... More
Kothagudem Municipality Nalla Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

334.58

71

23755.18

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

45

4050

182291.85

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

3

82583

247751.19

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

30

3041

91236.6

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

6

60562

363377.82

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

25

2563

64087

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

5

31490

157453.5

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

4

1334

5339.28

... More
Kothagudem Municipality Nalla Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

1

17470

17470.95

... More
Kothagudem Municipality Nalla Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

350

344

120407

... More
Kothagudem Municipality Nalla Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

350

3592

1257221

... More
Kothagudem Municipality Nalla Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

57.75

1390

80309.46

... More
Kothagudem Municipality Nalla Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

350

209

73185

... More
Kothagudem Municipality Nalla Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

367.5

50

18698.4

... More
Kothagudem Municipality Nalla Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

367.5

47

17312.93

... More
Kothagudem Municipality Nalla Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

160

66

10718.4

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

10.9

2202

24006.92

... More
Kothagudem Municipality Nalla Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

10.9

979

10680.04

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

21.79

729

15905.39

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

21.79

580

12652.15

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

152.54

141

21630.17

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

43.58

2202

95983.64

... More
Kothagudem Municipality Nalla Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

43.58

979

42700.56

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

87.16

567

49483.35

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

87.16

451

39362.33

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

610.15

124

75701.31

... More
Kothagudem Municipality Nalla Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

5.78

2664

15399.48

... More
Kothagudem Municipality Nalla Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

1.93

1280

2471.25

... More
Kothagudem Municipality Nalla Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Kothagudem Municipality Nalla Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

78.48

71

5572.08

... More
Kothagudem Municipality Nalla Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

234.6

706

165789.47

... More
Kothagudem Municipality Nalla Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

8

221

1772.4

... More
Kothagudem Municipality Nalla Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6592.6

88

583379.17

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.48

9156

4395.29

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

52.8

9965

526193.71

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

40.9

6157

251859.34

... More
Kothagudem Municipality Nalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

20.45

5100

104310.54

... More
Kothagudem Municipality Nalla Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

220

209

46002

... More
Kothagudem Municipality Nalla Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

1320

66

88426.8

... More
Kothagudem Municipality Nalla Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

30.68

1390

42664.84

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

52.32

258

13501.7

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

209.29

124

25966.61

... More
Kothagudem Municipality Nalla Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 1.20m x 1.20m Size (I&D)

1

-

-

... More
Kothagudem Municipality Nalla Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

483

194

93735.81

... More
Kothagudem Municipality Nalla Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

290

129

37639.1

... More
Kothagudem Municipality Nalla Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

91.35

756

69105.36

... More
Kothagudem Municipality Nalla Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

87

953

82913.61

... More
Kothagudem Municipality Nalla Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Kothagudem Municipality Nalla Cheruvu;Greenery on and around bund

1

-

-

... More
Kothagudem Municipality Nalla Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

24.48

152

3738.1

... More
Kothagudem Municipality Nalla Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

183

15

2911.53

... More
Kothagudem Municipality Nalla Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

11.44

7

90.95

... More
Kothagudem Municipality Nalla Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

217.5

660

143571.75

... More
Kothagudem Municipality Nalla Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

578

118

68296.48

... More
Kothagudem Municipality Nalla Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

128.1

598

76699.88

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

9.26

5257

48681.12

... More
Kothagudem Municipality Nalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

0.93

5100

4743.71

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

13.53

258

3491.55

... More
Kothagudem Municipality Nalla Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Kothagudem Municipality Nalla Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

76.85

175

13454.9

... More
Kothagudem Municipality Nalla Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

182.47

152

27863.17

... More
Kothagudem Municipality Nalla Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

6056.99

118

715693.94

... More
Kothagudem Municipality Nalla Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

1449

88

128222.01

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

20.7

6157

127469.15

... More
Kothagudem Municipality Nalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.42

5100

22545.36

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

37.59

258

9700.48

... More
Kothagudem Municipality Nalla Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

30.45

5560

169315.09

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

13.05

5257

68605.68

... More
Kothagudem Municipality Nalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

11.96

5100

61005.09

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

123.61

124

15336.29

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

4.08

5257

21449.13

... More
Kothagudem Municipality Nalla Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

972.95

206

201128.22

... More
Kothagudem Municipality Nalla Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

39.8

1301

51782.98

... More
Kothagudem Municipality Nalla Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

319.73

1876

600114.03

... More
Kothagudem Municipality Nalla Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

972.95

750

730636.8

... More
Kothagudem Municipality Nalla Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

145.94

1893

276289.23

... More
Kothagudem Municipality Nalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

151.25

258

39031.58

... More
Kothagudem Municipality Nalla Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 8 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

2610

196

513804.6

... More
Kothagudem Municipality Nalla Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Wyra Municipality Somavaram Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2333

194

452765.31

... More
Wyra Municipality Somavaram Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1400

129

181706

... More
Wyra Municipality Somavaram Lake;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

441

756

333612.09

... More
Wyra Municipality Somavaram Lake;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

420

953

400272.6

... More
Wyra Municipality Somavaram Lake;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Wyra Municipality Somavaram Lake;Greenery on and around bund

1

-

-

... More
Wyra Municipality Somavaram Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

117.57

152

17952.94

... More
Wyra Municipality Somavaram Lake;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

879

15

13984.89

... More
Wyra Municipality Somavaram Lake;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

54.94

7

436.77

... More
Wyra Municipality Somavaram Lake;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1050

660

693105

... More
Wyra Municipality Somavaram Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2775

118

327894

... More
Wyra Municipality Somavaram Lake;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

615.3

598

368410.88

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

44.5

5814

258753.71

... More
Wyra Municipality Somavaram Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.45

5632

25063.69

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

64.99

258

16771.32

... More
Wyra Municipality Somavaram Lake;Chain Link Mesh on D/s side

1

-

-

... More
Wyra Municipality Somavaram Lake;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

371

175

64954.68

... More
Wyra Municipality Somavaram Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

878.44

152

134137.79

... More
Wyra Municipality Somavaram Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

29149.76

118

3444335.64

... More
Wyra Municipality Somavaram Lake;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6973.4

88

617076.17

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

99.62

6710

668523.92

... More
Wyra Municipality Somavaram Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

21.12

5632

118953.96

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

179.51

258

46324.35

... More
Wyra Municipality Somavaram Lake;MS Railing on Bund on water side

1

-

-

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

147

6150

904073.52

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

63

5814

366325.47

... More
Wyra Municipality Somavaram Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

57.75

5632

325264.75

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

596.75

124

74038.77

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

17.85

5814

103792.22

... More
Wyra Municipality Somavaram Lake;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

4697

190

896328.51

... More
Wyra Municipality Somavaram Lake;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

192.15

1523

292652.14

... More
Wyra Municipality Somavaram Lake;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1543.5

2271

3505288.5

... More
Wyra Municipality Somavaram Lake;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

4697

903

4245477.39

... More
Wyra Municipality Somavaram Lake;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

704.55

1098

773997.49

... More
Wyra Municipality Somavaram Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

727.8

258

187816.07

... More
Wyra Municipality Somavaram Lake;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

12600

196

2480436

... More
Wyra Municipality Somavaram Lake;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2167

194

420549.69

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1300

129

168727

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

409.5

756

309782.66

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

390

953

371681.7

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Greenery on and around bund

1

-

-

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

109.14

152

16665.68

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

816

15

12982.56

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

51

7

405.45

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

975

660

643597.5

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2576

118

304380.16

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

571.2

598

342006

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

41.31

6414

264997.04

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.13

6277

25926.78

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

60.33

258

15568.76

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

344.5

175

60315.06

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

815.47

152

124522.27

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

27058.8

118

3197267.81

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6481.3

88

573530.24

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

92.59

7381

683492.9

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

19.67

6277

123481.77

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

167.23

258

43155.37

... More
Sattupalli Municipality Veshya Kantala Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

136.5

6784

926142.95

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

58.5

6414

375268.14

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

53.63

6277

336671.44

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

554.13

124

68750.91

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

16.83

6414

107961.76

... More
Sattupalli Municipality Veshya Kantala Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

4361.5

190

830822.14

... More
Sattupalli Municipality Veshya Kantala Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

178.43

2323

414528.58

... More
Sattupalli Municipality Veshya Kantala Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1433.25

2748

3939373.62

... More
Sattupalli Municipality Veshya Kantala Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

4361.5

1138

4964520.99

... More
Sattupalli Municipality Veshya Kantala Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

654.23

1081

707595.54

... More
Sattupalli Municipality Veshya Kantala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

676.15

258

174487.27

... More
Sattupalli Municipality Veshya Kantala Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

9945

196

1957772.7

... More
Sattupalli Municipality Veshya Kantala Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Madhira Municipality Amburapeta Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2267

194

439956.69

... More
Madhira Municipality Amburapeta Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1380

129

179110.2

... More
Madhira Municipality Amburapeta Lake;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

434.7

756

328846.2

... More
Madhira Municipality Amburapeta Lake;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

414

953

394554.42

... More
Madhira Municipality Amburapeta Lake;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Madhira Municipality Amburapeta Lake;Greenery on and around bund

1

-

-

... More
Madhira Municipality Amburapeta Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

115.96

152

17707.09

... More
Madhira Municipality Amburapeta Lake;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

867

15

13793.97

... More
Madhira Municipality Amburapeta Lake;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

54.19

7

430.81

... More
Madhira Municipality Amburapeta Lake;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1035

660

683203.5

... More
Madhira Municipality Amburapeta Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2737

118

323403.92

... More
Madhira Municipality Amburapeta Lake;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

606.9

598

363381.38

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

43.89

6041

265161.44

... More
Madhira Municipality Amburapeta Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.39

5868

25763.64

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

64.1

258

16541.65

... More
Madhira Municipality Amburapeta Lake;Chain Link Mesh on D/s side

1

-

-

... More
Madhira Municipality Amburapeta Lake;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

365.7

175

64026.76

... More
Madhira Municipality Amburapeta Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

865.77

152

132203.08

... More
Madhira Municipality Amburapeta Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

28728.4

118

3394547.74

... More
Madhira Municipality Amburapeta Lake;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6876.8

88

608528.03

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

98.24

6956

683417.37

... More
Madhira Municipality Amburapeta Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

20.85

5868

122362.6

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

177.21

258

45730.81

... More
Madhira Municipality Amburapeta Lake;MS Railing on Bund on water side

1

-

-

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

144.9

6390

925918.25

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

62.1

6041

375177.15

... More
Madhira Municipality Amburapeta Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

56.93

5868

334105.66

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

588.23

124

72981.7

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

17.85

6041

107840.78

... More
Madhira Municipality Amburapeta Lake;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

4629.9

189

875652.99

... More
Madhira Municipality Amburapeta Lake;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

189.41

1767

334874.99

... More
Madhira Municipality Amburapeta Lake;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1521.45

2446

3721512.34

... More
Madhira Municipality Amburapeta Lake;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

4629.9

985

4561886.77

... More
Madhira Municipality Amburapeta Lake;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

694.49

1013

703914.23

... More
Madhira Municipality Amburapeta Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

717.74

258

185219.98

... More
Madhira Municipality Amburapeta Lake;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

10557

196

2078251.02

... More
Madhira Municipality Amburapeta Lake;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

22.89

6982

159825.99

... More
Khammam Municipal Corporation Khanapuram cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

45.79

1279

58566.33

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

68.68

268

18461.87

... More
Khammam Municipal Corporation Khanapuram cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

884.21

71

62778.91

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

120

4165

499864.8

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

8

85549

684395.6

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

75

3134

235051.5

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

15

62832

942488.4

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

65

2640

171603.9

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

13

32673

424760.96

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

8

1379

11037.28

... More
Khammam Municipal Corporation Khanapuram cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

2

18098

36197.78

... More
Khammam Municipal Corporation Khanapuram cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

925

352

325886.75

... More
Khammam Municipal Corporation Khanapuram cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

925

3234

2991875.5

... More
Khammam Municipal Corporation Khanapuram cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

152.63

1279

195216.82

... More
Khammam Municipal Corporation Khanapuram cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

925

214

198061

... More
Khammam Municipal Corporation Khanapuram cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

973

52

50683.57

... More
Khammam Municipal Corporation Khanapuram cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

972

48

46879.56

... More
Khammam Municipal Corporation Khanapuram cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

360

66

24116.4

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

28.8

2217

63873.5

... More
Khammam Municipal Corporation Khanapuram cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

28.8

987

28439.42

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

57.59

760

43789.13

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

57.59

604

34832.16

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

403.14

142

57636.93

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

115.18

2217

255449.66

... More
Khammam Municipal Corporation Khanapuram cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

115.18

987

113737.95

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

230.36

591

136232.6

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

230.36

470

108365.95

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

1612.53

125

201727.5

... More
Khammam Municipal Corporation Khanapuram cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

15.26

2664

40656.76

... More
Khammam Municipal Corporation Khanapuram cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

5.09

1280

6517.44

... More
Khammam Municipal Corporation Khanapuram cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Khammam Municipal Corporation Khanapuram cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1167

194

226479.69

... More
Khammam Municipal Corporation Khanapuram cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

850

129

110321.5

... More
Khammam Municipal Corporation Khanapuram cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

267.75

756

202550.2

... More
Khammam Municipal Corporation Khanapuram cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

255

953

243022.65

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
Khammam Municipal Corporation Khanapuram cheruvu;Greenery on and around bund

1

-

-

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

71.42

156

11207.94

... More
Khammam Municipal Corporation Khanapuram cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

534

15

8495.94

... More
Khammam Municipal Corporation Khanapuram cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

33.38

7

265.37

... More
Khammam Municipal Corporation Khanapuram cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

637.5

660

420813.75

... More
Khammam Municipal Corporation Khanapuram cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1686

118

199217.76

... More
Khammam Municipal Corporation Khanapuram cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

373.8

598

223812.75

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

27.03

5721

154657.82

... More
Khammam Municipal Corporation Khanapuram cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.7

5504

14862.04

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

39.48

268

10612.62

... More
Khammam Municipal Corporation Khanapuram cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

225.25

179

40439.13

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

533.32

156

83693.91

... More
Khammam Municipal Corporation Khanapuram cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

17696.87

118

2091062.16

... More
Khammam Municipal Corporation Khanapuram cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4242

89

378259.14

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

60.6

6577

398614.07

... More
Khammam Municipal Corporation Khanapuram cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

12.91

5504

71062.58

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

109.7

268

29488.46

... More
Khammam Municipal Corporation Khanapuram cheruvu;MS Railing on Bund on water side

1

-

-

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

89.25

6051

540124.94

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

38.25

5721

218855.41

... More
Khammam Municipal Corporation Khanapuram cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

35.06

5504

192986.37

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

362.31

125

45324.98

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

11.22

5721

64197.59

... More
Khammam Municipal Corporation Khanapuram cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

2851.75

232

663231.5

... More
Khammam Municipal Corporation Khanapuram cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

116.66

1172

136774.52

... More
Khammam Municipal Corporation Khanapuram cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

937.13

2154

2018699.85

... More
Khammam Municipal Corporation Khanapuram cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

2851.75

829

2365212.93

... More
Khammam Municipal Corporation Khanapuram cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

427.76

2935

1255766.48

... More
Khammam Municipal Corporation Khanapuram cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

442.37

268

118913.48

... More
Khammam Municipal Corporation Khanapuram cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7650

197

1507509

... More
Khammam Municipal Corporation Khanapuram cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2167

194

420549.69

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1360

129

176514.4

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

428.4

756

324080.32

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

408

953

388836.24

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Greenery on and around bund

1

-

-

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

113.96

156

17883.74

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

852

15

13555.32

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

53.25

7

423.34

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1020

660

673302

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2690

118

317850.4

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

596.4

598

357094.5

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

43.13

5721

246777.35

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.31

5504

23724.22

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

62.99

268

16932.34

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Chain Link Mesh on D/s side

1

-

-

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

360.4

179

64702.61

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

853.09

156

133875.41

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

28307.06

118

3344762.21

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6780.2

89

604590.43

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

96.86

6577

637124.74

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

20.58

5504

113281.79

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

174.9

268

47014.87

... More
Khammam Municipal Corporation Dhamsalapuram Tank;MS Railing on Bund on water side

1

-

-

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

142.8

6051

864199.9

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

61.2

5721

350168.65

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

56.1

5504

308800.21

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

579.7

125

72520.47

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

17.34

5721

99214.45

... More
Khammam Municipal Corporation Dhamsalapuram Tank;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

4562.8

232

1061170.4

... More
Khammam Municipal Corporation Dhamsalapuram Tank;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

186.66

1172

218843.92

... More
Khammam Municipal Corporation Dhamsalapuram Tank;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1499.4

2154

3229902.52

... More
Khammam Municipal Corporation Dhamsalapuram Tank;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

4562.8

829

3784340.69

... More
Khammam Municipal Corporation Dhamsalapuram Tank;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

684.42

2935

2009238.11

... More
Khammam Municipal Corporation Dhamsalapuram Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

707.01

268

190051.36

... More
Khammam Municipal Corporation Dhamsalapuram Tank;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

10404

197

2050212.24

... More
Khammam Municipal Corporation Dhamsalapuram Tank;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Wardhannapet Municipality Konareddy Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Wardhannapet Municipality Konareddy Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1530

129

198578.7

... More
Wardhannapet Municipality Konareddy Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

481.95

756

364590.36

... More
Wardhannapet Municipality Konareddy Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

459

953

437440.77

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Wardhannapet Municipality Konareddy Cheruvu;Greenery on and around bund

1

-

-

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

128.4

152

19606.68

... More
Wardhannapet Municipality Konareddy Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

960

15

15273.6

... More
Wardhannapet Municipality Konareddy Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

60

7

477

... More
Wardhannapet Municipality Konareddy Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1147.5

660

757464.75

... More
Wardhannapet Municipality Konareddy Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

3031

118

358142.96

... More
Wardhannapet Municipality Konareddy Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

672

598

402360

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

48.6

5172

251373.78

... More
Wardhannapet Municipality Konareddy Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.86

5006

24331.2

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

70.98

258

18317.1

... More
Wardhannapet Municipality Konareddy Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

405.45

175

70986.19

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

959.82

152

146564.51

... More
Wardhannapet Municipality Konareddy Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

31849.05

118

3763283.75

... More
Wardhannapet Municipality Konareddy Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7623.7

88

674621.21

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

108.91

6059

659976.09

... More
Wardhannapet Municipality Konareddy Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

23.1

5006

115648.3

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

196.38

258

50677.82

... More
Wardhannapet Municipality Konareddy Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

160.65

5470

878867.96

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

68.85

5172

356112.86

... More
Wardhannapet Municipality Konareddy Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

63.11

5006

315955.17

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

652.16

124

80913.49

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

19.89

5172

102877.05

... More
Wardhannapet Municipality Konareddy Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

5133.15

207

1064050.66

... More
Wardhannapet Municipality Konareddy Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

209.99

1164

244476.66

... More
Wardhannapet Municipality Konareddy Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1686.83

1807

3048405.44

... More
Wardhannapet Municipality Konareddy Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

5133.15

714

3669534.94

... More
Wardhannapet Municipality Konareddy Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

769.97

1921

1479551.25

... More
Wardhannapet Municipality Konareddy Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

795.88

258

205384.79

... More
Wardhannapet Municipality Konareddy Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

12393

196

2439685.98

... More
Wardhannapet Municipality Konareddy Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Parkal Municipality Damera Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

477.95

71

33934.45

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

60

4056

243391.2

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

4

82119

328478.8

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

40

3045

121833.6

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

8

60134

481079.28

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

35

2567

89858.65

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

7

31261

218830.01

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

4

1337

5348.84

... More
Parkal Municipality Damera Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

1

17337

17337.36

... More
Parkal Municipality Damera Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

500

344

172010

... More
Parkal Municipality Damera Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

500

3301

1650755

... More
Parkal Municipality Damera Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

82.5

1067

88080.3

... More
Parkal Municipality Damera Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

500

209

104550

... More
Parkal Municipality Damera Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

525

50

26712

... More
Parkal Municipality Damera Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

525

47

24732.75

... More
Parkal Municipality Damera Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

200

66

13398

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

15.57

2202

34292.46

... More
Parkal Municipality Damera Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

15.57

979

15255.8

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

31.13

729

22723.03

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

31.13

580

18075.32

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

217.91

141

30899.64

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

62.26

2202

137125.78

... More
Parkal Municipality Damera Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

62.26

979

61003.59

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

124.52

567

70693.74

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

124.52

451

56234.48

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

871.64

124

108144.37

... More
Parkal Municipality Damera Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Parkal Municipality Damera Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

194.04

71

13776.84

... More
Parkal Municipality Damera Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

3.2

1299

4159.23

... More
Parkal Municipality Damera Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5672

88

501915.28

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Top Slab

5.12

6242

31962.32

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M20 Grade Side Walls of 200mm thick

48

9288

445849.92

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab

38

5453

207236.8

... More
Parkal Municipality Damera Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

19

4854

92241.01

... More
Parkal Municipality Damera Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

100

209

20910

... More
Parkal Municipality Damera Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

99.9

66

6692.3

... More
Parkal Municipality Damera Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

28.5

1067

30427.74

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

69.3

258

17883.56

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

207.9

124

25794.15

... More
Parkal Municipality Damera Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 1.20x1.20m Size

1

-

-

... More
Parkal Municipality Damera Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

39.24

71

2786.04

... More
Parkal Municipality Damera Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

117.3

706

82894.74

... More
Parkal Municipality Damera Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

4

221

886.2

... More
Parkal Municipality Damera Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3296.3

88

291689.59

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.24

8910

2138.61

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

26.4

9719

256603.25

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

20.45

5902

120698.56

... More
Parkal Municipality Damera Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

10.23

4854

49664.5

... More
Parkal Municipality Damera Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Parkal Municipality Damera Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Parkal Municipality Damera Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

15.34

1067

16377.6

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

26.16

258

6750.85

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

104.64

124

12982.68

... More
Parkal Municipality Damera Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 1.20m x 1.20m Size (I&D)

1

-

-

... More
Parkal Municipality Damera Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Parkal Municipality Damera Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1120

129

145364.8

... More
Parkal Municipality Damera Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

352.8

756

266889.67

... More
Parkal Municipality Damera Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

336

953

320218.08

... More
Parkal Municipality Damera Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Parkal Municipality Damera Cheruvu;Greenery on and around bund

1

-

-

... More
Parkal Municipality Damera Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

93.89

152

14337

... More
Parkal Municipality Damera Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

702

15

11168.82

... More
Parkal Municipality Damera Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

43.88

7

348.85

... More
Parkal Municipality Damera Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

840

660

554484

... More
Parkal Municipality Damera Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2216

118

261842.56

... More
Parkal Municipality Damera Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

491.4

598

294225.75

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

35.54

5038

179051.59

... More
Parkal Municipality Damera Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.55

4854

17234.5

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

51.9

258

13393.31

... More
Parkal Municipality Damera Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Parkal Municipality Damera Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

296.8

175

51963.74

... More
Parkal Municipality Damera Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

702.61

152

107288.55

... More
Parkal Municipality Damera Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

23314.03

118

2754785.78

... More
Parkal Municipality Damera Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5585.3

88

494243.2

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

79.79

5902

470930.95

... More
Parkal Municipality Damera Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

16.97

4854

82385.79

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

144.22

258

37217.41

... More
Parkal Municipality Damera Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

117.6

5328

626653.94

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

50.4

5038

253916.71

... More
Parkal Municipality Damera Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

46.2

4854

224291.3

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

477.4

124

59231.02

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

14.28

5038

71943.07

... More
Parkal Municipality Damera Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

3757.6

208

784248.7

... More
Parkal Municipality Damera Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

153.72

929

142904.26

... More
Parkal Municipality Damera Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1234.8

1695

2093047.74

... More
Parkal Municipality Damera Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

3757.6

655

2463181.95

... More
Parkal Municipality Damera Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

563.64

1992

1123092.15

... More
Parkal Municipality Damera Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

582.24

258

150252.85

... More
Parkal Municipality Damera Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

9072

196

1785913.92

... More
Parkal Municipality Damera Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Narsampet Municipality Kummari Kunta;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Narsampet Municipality Kummari Kunta;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

740

129

96044.6

... More
Narsampet Municipality Kummari Kunta;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

233.1

756

176337.82

... More
Narsampet Municipality Kummari Kunta;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

222

953

211572.66

... More
Narsampet Municipality Kummari Kunta;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Narsampet Municipality Kummari Kunta;Greenery on and around bund

1

-

-

... More
Narsampet Municipality Kummari Kunta;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

62.19

152

9496.41

... More
Narsampet Municipality Kummari Kunta;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

465

15

7398.15

... More
Narsampet Municipality Kummari Kunta;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

29.06

7

231.03

... More
Narsampet Municipality Kummari Kunta;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

555

660

366355.5

... More
Narsampet Municipality Kummari Kunta;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1468

118

173458.88

... More
Narsampet Municipality Kummari Kunta;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

325.5

598

194893.13

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

23.54

5739

135097.47

... More
Narsampet Municipality Kummari Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.35

5574

13100.73

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

34.38

258

8872.1

... More
Narsampet Municipality Kummari Kunta;Chain Link Mesh on D/s side

1

-

-

... More
Narsampet Municipality Kummari Kunta;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

196.1

175

34333.19

... More
Narsampet Municipality Kummari Kunta;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

464.62

152

70947.47

... More
Narsampet Municipality Kummari Kunta;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

15418.92

118

1821899.59

... More
Narsampet Municipality Kummari Kunta;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3689

88

326439.61

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

52.7

6650

350503.48

... More
Narsampet Municipality Kummari Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

11.19

5574

62381.79

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

95.12

258

24546.67

... More
Narsampet Municipality Kummari Kunta;MS Railing on Bund on water side

1

-

-

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

77.7

6070

471650.66

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

33.3

5739

191110.7

... More
Narsampet Municipality Kummari Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

30.53

5574

170198.03

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

315.43

124

39135.4

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

9.69

5739

55611.49

... More
Narsampet Municipality Kummari Kunta;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

2482.7

217

539316.92

... More
Narsampet Municipality Kummari Kunta;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

101.57

1604

162988.36

... More
Narsampet Municipality Kummari Kunta;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

815.85

2228

1817868.81

... More
Narsampet Municipality Kummari Kunta;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

2482.7

897

2227056.38

... More
Narsampet Municipality Kummari Kunta;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

372.41

2418

900699.65

... More
Narsampet Municipality Kummari Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

385.03

258

99360.84

... More
Narsampet Municipality Kummari Kunta;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7326

196

1442196.36

... More
Narsampet Municipality Kummari Kunta;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

1171.8

71

83197.8

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

16.2

1299

21056.11

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

26640

88

2357373.6

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M20 Grade Side Walls of 250mm thick

270

9071

2449380.6

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab

174

6069

1056087.78

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

87

5446

473887.26

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

300

209

62730

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

300

66

20097

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

130.5

1725

225196.02

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

418.5

258

107998.11

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

1255.5

124

155769.89

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 1.80x1.80m Size

1

-

-

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

80.66

71

5726.86

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

277.8

706

196318.48

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

6

221

1329.3

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7128

88

630756.72

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.6

9503

5701.84

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

49.5

9503

470401.97

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

39

6518

254202

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

15.6

5446

84972.89

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

23.4

1725

40379.98

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

53.77

258

13875.89

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

215.1

124

26687.46

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Construction of I & D Structure for RCC drain of section size (2.00x1.80m )

1

-

-

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

850

129

110321.5

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

267.75

756

202550.2

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

255

953

243022.65

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Greenery on and around bund

1

-

-

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

71.42

152

10905.83

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

534

15

8495.94

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

33.38

7

265.37

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

637.5

660

420813.75

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1686

118

199217.76

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

373.8

598

223812.75

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

27.03

5585

150975.25

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.7

5446

14706.85

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

39.48

258

10188.21

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

225.25

175

39436.77

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

533.32

152

81437.96

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

17696.87

118

2091062.16

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4242

88

375374.58

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

60.6

6518

394990.8

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

12.91

5446

70320.51

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

109.7

258

28309.18

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

89.25

5907

527264.01

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

38.25

5585

213644.23

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

35.06

5446

190971.12

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

362.31

124

44951.8

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

11.22

5585

62668.97

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

2851.75

208

595188.74

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

116.66

1686

196728.42

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

937.13

2133

1999095.09

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

2851.75

872

2488608.16

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

427.76

1992

852341.74

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

442.37

258

114158

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7650

196

1505979

... More
Bhupalpally Municipality PR Pally Thummala Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Jangaon Municipality Dharmoni bathukamma kunta;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

554.78

71

39389.38

... More
Jangaon Municipality Dharmoni bathukamma kunta;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

37632

88

3330055.68

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

168

9612

1614856.32

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

302.4

6631

2005377.7

... More
Jangaon Municipality Dharmoni bathukamma kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

100.8

5556

560059.92

... More
Jangaon Municipality Dharmoni bathukamma kunta;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

280

209

58548

... More
Jangaon Municipality Dharmoni bathukamma kunta;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

1680

66

112543.2

... More
Jangaon Municipality Dharmoni bathukamma kunta;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

151.2

1186

179419.97

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

369.85

258

95443.49

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

1479.41

124

183550.4

... More
Jangaon Municipality Dharmoni bathukamma kunta;Construction of RCC Open Drain of section size (6.00x2.00m)

1

-

-

... More
Jangaon Municipality Dharmoni bathukamma kunta;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Jangaon Municipality Dharmoni bathukamma kunta;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

200

129

25958

... More
Jangaon Municipality Dharmoni bathukamma kunta;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

63

756

47658.87

... More
Jangaon Municipality Dharmoni bathukamma kunta;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

60

953

57181.8

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Jangaon Municipality Dharmoni bathukamma kunta;Greenery on and around bund

1

-

-

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

53

175

9279.24

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

126.04

152

19246.31

... More
Jangaon Municipality Dharmoni bathukamma kunta;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

4184.6

118

494452.34

... More
Jangaon Municipality Dharmoni bathukamma kunta;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

1001

88

88578.49

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

14.3

6631

94831.02

... More
Jangaon Municipality Dharmoni bathukamma kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.07

5556

17057.38

... More
Jangaon Municipality Dharmoni bathukamma kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

26.08

258

6730.2

... More
Jangaon Municipality Dharmoni bathukamma kunta;MS Railing on Bund on water side

1

-

-

... More
GWMC Ranga Samudram Ursu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
GWMC Ranga Samudram Ursu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

2240

129

290729.6

... More
GWMC Ranga Samudram Ursu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

705.6

756

533779.34

... More
GWMC Ranga Samudram Ursu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

672

953

640436.16

... More
GWMC Ranga Samudram Ursu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
GWMC Ranga Samudram Ursu;Greenery on and around bund

1

-

-

... More
GWMC Ranga Samudram Ursu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

187.79

156

29469.88

... More
GWMC Ranga Samudram Ursu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1404

15

22337.64

... More
GWMC Ranga Samudram Ursu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

87.75

7

697.61

... More
GWMC Ranga Samudram Ursu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1680

660

1108968

... More
GWMC Ranga Samudram Ursu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

4432

118

523685.12

... More
GWMC Ranga Samudram Ursu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

982.8

598

588451.5

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

71.08

5544

394103.06

... More
GWMC Ranga Samudram Ursu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

7.11

5344

38000.89

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

103.81

268

27905.17

... More
GWMC Ranga Samudram Ursu;Chain Link Mesh on D/s side

1

-

-

... More
GWMC Ranga Samudram Ursu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

593.6

179

106569.01

... More
GWMC Ranga Samudram Ursu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

1405.12

156

220505.48

... More
GWMC Ranga Samudram Ursu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

46625.37

118

5509253.72

... More
GWMC Ranga Samudram Ursu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

11154.5

89

994646.77

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

159.35

6411

1021696.43

... More
GWMC Ranga Samudram Ursu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

33.75

5344

180383.96

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

286.9

268

77121.59

... More
GWMC Ranga Samudram Ursu;MS Railing on Bund on water side

1

-

-

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

235.2

5864

1379299.82

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

100.8

5544

558885.6

... More
GWMC Ranga Samudram Ursu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

92.4

5344

493851.2

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

954.8

125

119445.48

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

28.56

5544

158350.92

... More
GWMC Ranga Samudram Ursu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

7515.2

225

1694452.14

... More
GWMC Ranga Samudram Ursu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

307.44

1172

360448.8

... More
GWMC Ranga Samudram Ursu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

2469.6

2035

5027093.06

... More
GWMC Ranga Samudram Ursu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

37.2

268

9999.73

... More
GWMC Ranga Samudram Ursu;Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
GWMC Chinna Waddepally;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

1056.64

71

75021.44

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

105

4145

435283.8

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

7

84787

593512.08

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

65

3117

202636.85

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

13

62222

808891.98

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

60

2626

157563.6

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

12

32350

388207.44

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

8

1371

10968.96

... More
GWMC Chinna Waddepally;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

2

17921

35843.82

... More
GWMC Chinna Waddepally;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 600mm dia RCC NP3 Sewer Lines

800

467

374248

... More
GWMC Chinna Waddepally;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.600mm dia RCC NP3 Sewer Lines

800

5234

4187792

... More
GWMC Chinna Waddepally;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

152.4

1279

194922.65

... More
GWMC Chinna Waddepally;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

800

214

171296

... More
GWMC Chinna Waddepally;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

840

52

43755.6

... More
GWMC Chinna Waddepally;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

840

48

40513.2

... More
GWMC Chinna Waddepally;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

320

66

21436.8

... More
GWMC Chinna Waddepally;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

34.54

2217

76603.85

... More
GWMC Chinna Waddepally;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

34.54

987

34107.56

... More
GWMC Chinna Waddepally;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

69.09

760

52533.27

... More
GWMC Chinna Waddepally;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

69.09

604

41787.7

... More
GWMC Chinna Waddepally;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

483.62

142

69143.15

... More
GWMC Chinna Waddepally;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

138.18

2217

306459.75

... More
GWMC Chinna Waddepally;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

138.18

987

136449.99

... More
GWMC Chinna Waddepally;For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

276.35

591

163430.63

... More
GWMC Chinna Waddepally;For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

276.35

470

130000.57

... More
GWMC Chinna Waddepally;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

1934.46

125

242000.95

... More
GWMC Chinna Waddepally;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
GWMC Chinna Waddepally;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

83.08

71

5898.68

... More
GWMC Chinna Waddepally;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

277.8

706

196318.48

... More
GWMC Chinna Waddepally;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

6

221

1329.3

... More
GWMC Chinna Waddepally;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7228

89

644520.76

... More
GWMC Chinna Waddepally;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.6

9400

5640.48

... More
GWMC Chinna Waddepally;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

49.5

9400

465339.6

... More
GWMC Chinna Waddepally;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

40.25

6411

258068.91

... More
GWMC Chinna Waddepally;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

16.1

5344

86049.83

... More
GWMC Chinna Waddepally;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

214

23553.2

... More
GWMC Chinna Waddepally;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
GWMC Chinna Waddepally;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

24.15

1279

30888.33

... More
GWMC Chinna Waddepally;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

55.38

268

14886.7

... More
GWMC Chinna Waddepally;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

221.54

125

27714.65

... More
GWMC Chinna Waddepally;Construction of I & D Structure for RCC drain of section size (2.00x1.80m )

1

-

-

... More
GWMC Chinna Waddepally;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

116.22

71

8251.62

... More
GWMC Chinna Waddepally;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

419.1

706

296173.78

... More
GWMC Chinna Waddepally;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

6

221

1329.3

... More
GWMC Chinna Waddepally;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

8759.1

89

781048.95

... More
GWMC Chinna Waddepally;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.9

9400

8460.72

... More
GWMC Chinna Waddepally;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

57.6

10209

588081.02

... More
GWMC Chinna Waddepally;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

66.63

6411

427208.24

... More
GWMC Chinna Waddepally;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

22.45

5344

119988.74

... More
GWMC Chinna Waddepally;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

214

23553.2

... More
GWMC Chinna Waddepally;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
GWMC Chinna Waddepally;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

33.68

1279

43077.39

... More
GWMC Chinna Waddepally;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

77.48

268

20827.4

... More
GWMC Chinna Waddepally;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

309.92

125

38770.99

... More
GWMC Chinna Waddepally;Construction of I & D Structure for RCC drain of section size (3.00x1.80m )

1

-

-

... More
GWMC Chinna Waddepally;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
GWMC Chinna Waddepally;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

580

129

75278.2

... More
GWMC Chinna Waddepally;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

182.7

756

138210.72

... More
GWMC Chinna Waddepally;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

174

953

165827.22

... More
GWMC Chinna Waddepally;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
GWMC Chinna Waddepally;Greenery on and around bund

1

-

-

... More
GWMC Chinna Waddepally;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

48.95

156

7681.72

... More
GWMC Chinna Waddepally;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

366

15

5823.06

... More
GWMC Chinna Waddepally;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

22.88

7

181.9

... More
GWMC Chinna Waddepally;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

435

660

287143.5

... More
GWMC Chinna Waddepally;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1156

118

136592.96

... More
GWMC Chinna Waddepally;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

256.2

598

153399.75

... More
GWMC Chinna Waddepally;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

18.53

5544

102739.59

... More
GWMC Chinna Waddepally;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

1.85

5344

9887.71

... More
GWMC Chinna Waddepally;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

27.06

268

7274

... More
GWMC Chinna Waddepally;Chain Link Mesh on D/s side

1

-

-

... More
GWMC Chinna Waddepally;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

153.7

179

27593.76

... More
GWMC Chinna Waddepally;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

364.03

156

57127.23

... More
GWMC Chinna Waddepally;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

12079.71

118

1427338.53

... More
GWMC Chinna Waddepally;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

2898

89

258414.66

... More
GWMC Chinna Waddepally;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

41.4

6411

265442.31

... More
GWMC Chinna Waddepally;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

8.84

5344

47247.24

... More
GWMC Chinna Waddepally;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

75.18

268

20209.14

... More
GWMC Chinna Waddepally;MS Railing on Bund on water side

1

-

-

... More
GWMC Chinna Waddepally;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

60.9

5864

357140.13

... More
GWMC Chinna Waddepally;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

26.1

5544

144711.45

... More
GWMC Chinna Waddepally;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

23.93

5344

127898.91

... More
GWMC Chinna Waddepally;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

247.23

125

30928.47

... More
GWMC Chinna Waddepally;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

7.65

5544

42415.43

... More
GWMC Chinna Waddepally;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

1945.9

225

438742.07

... More
GWMC Chinna Waddepally;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

79.61

1172

93336.36

... More
GWMC Chinna Waddepally;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

639.45

2035

1301658.03

... More
GWMC Chinna Waddepally;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

1945.9

789

1536404.8

... More
GWMC Chinna Waddepally;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

291.89

2580

753271.77

... More
GWMC Chinna Waddepally;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

301.85

268

81140.3

... More
GWMC Chinna Waddepally;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

5220

197

1028653.2

... More
GWMC Chinna Waddepally;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Vemulawada Municipality Nampelli Lake;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

22.97

5795

133123.78

... More
Vemulawada Municipality Nampelli Lake;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

45.96

1016

46724.77

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

68.93

258

17788.08

... More
Vemulawada Municipality Nampelli Lake;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

1067.27

71

75776.17

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

150

4002

600354

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

10

79947

799476.9

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

100

3001

300103

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

20

58386

1167738.4

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

85

2529

215002.4

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

17

30334

515690.75

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

8

1314

10512.64

... More
Vemulawada Municipality Nampelli Lake;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

2

16828

33657.58

... More
Vemulawada Municipality Nampelli Lake;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

880

344

302737.6

... More
Vemulawada Municipality Nampelli Lake;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 400mm dia RCC NP3 Sewer Lines

210

311

65314.2

... More
Vemulawada Municipality Nampelli Lake;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 300mm dia RCC NP3 Sewer Lines

100

247

24715

... More
Vemulawada Municipality Nampelli Lake;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

880

3207

2822723.2

... More
Vemulawada Municipality Nampelli Lake;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.400mm dia RCC NP3 Sewer Lines

210

2902

609625.8

... More
Vemulawada Municipality Nampelli Lake;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.300mm dia RCC NP3 Sewer Lines

100

1959

195901

... More
Vemulawada Municipality Nampelli Lake;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

191.48

1016

194666.23

... More
Vemulawada Municipality Nampelli Lake;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

1190

209

248829

... More
Vemulawada Municipality Nampelli Lake;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

1249.5

50

63574.56

... More
Vemulawada Municipality Nampelli Lake;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

1249.5

47

58863.95

... More
Vemulawada Municipality Nampelli Lake;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

480

66

32155.2

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

34.85

2202

76756.08

... More
Vemulawada Municipality Nampelli Lake;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

34.85

979

34146.73

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

69.7

729

50876.82

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

69.7

580

40470.61

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

487.93

141

69188.47

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

139.41

2202

307046.34

... More
Vemulawada Municipality Nampelli Lake;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

139.41

979

136596.71

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

278.82

567

158294.48

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

278.82

451

125917.9

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

1951.72

124

242149.9

... More
Vemulawada Municipality Nampelli Lake;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

19.15

2664

51020.77

... More
Vemulawada Municipality Nampelli Lake;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

2.56

1280

3277.93

... More
Vemulawada Municipality Nampelli Lake;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Vemulawada Municipality Nampelli Lake;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

487.87

71

34638.77

... More
Vemulawada Municipality Nampelli Lake;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.RCC Drain ( 1.20 x 1.20 )

7.74

1299

10060.14

... More
Vemulawada Municipality Nampelli Lake;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

13512

88

1195676.88

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top SlabRCC Drain ( 1.20 x 1.20 )

13.68

5715

78194.06

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top SlabRCC Drain ( 1.20 x 1.20 )

105.6

8809

930306.43

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slabRCC Drain ( 1.20 x 1.20 )

96.8

4955

479704.02

... More
Vemulawada Municipality Nampelli Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 1.20 x 1.20 )

48.4

4375

211796.95

... More
Vemulawada Municipality Nampelli Lake;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

220

209

46002

... More
Vemulawada Municipality Nampelli Lake;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

219.9

66

14731.1

... More
Vemulawada Municipality Nampelli Lake;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)RCC Drain ( 1.20 x 1.20 )

72.6

1016

73808.06

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

174.24

258

44964.37

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

522.72

124

64853.87

... More
Vemulawada Municipality Nampelli Lake;Construction of RCC Open Drain of section size (1.50 m x 1.20 m)

1

-

-

... More
Vemulawada Municipality Nampelli Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

4000

194

776280

... More
Vemulawada Municipality Nampelli Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1140

129

147960.6

... More
Vemulawada Municipality Nampelli Lake;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

359.1

756

271655.56

... More
Vemulawada Municipality Nampelli Lake;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

342

953

325936.26

... More
Vemulawada Municipality Nampelli Lake;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Vemulawada Municipality Nampelli Lake;Greenery on and around bund

1

-

-

... More
Vemulawada Municipality Nampelli Lake;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

116.6

175

20414.33

... More
Vemulawada Municipality Nampelli Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

276.52

152

42224.6

... More
Vemulawada Municipality Nampelli Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

9177.63

118

1084428.76

... More
Vemulawada Municipality Nampelli Lake;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

2195.2

88

194253.25

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

31.36

5404

169474.14

... More
Vemulawada Municipality Nampelli Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

6.68

4375

29231.48

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

56.77

258

14650.07

... More
Vemulawada Municipality Nampelli Lake;MS Railing on Bund on water side

1

-

-

... More
Vemulawada Municipality Nampelli Lake;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

3824.7

530

2029959.53

... More
Vemulawada Municipality Nampelli Lake;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

573.71

1030

591248.31

... More
Vemulawada Municipality Nampelli Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

573.71

258

148051.6

... More
Vemulawada Municipality Nampelli Lake;Strengthening of Bund with Stone Pitching

1

-

-

... More
Sircilla Municipality Kargil Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1967

194

381735.69

... More
Sircilla Municipality Kargil Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

670

129

86959.3

... More
Sircilla Municipality Kargil Lake;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

211.05

756

159657.21

... More
Sircilla Municipality Kargil Lake;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

201

953

191559.03

... More
Sircilla Municipality Kargil Lake;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Sircilla Municipality Kargil Lake;Greenery on and around bund

1

-

-

... More
Sircilla Municipality Kargil Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

56.58

152

8639.77

... More
Sircilla Municipality Kargil Lake;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

423

15

6729.93

... More
Sircilla Municipality Kargil Lake;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

26.44

7

210.2

... More
Sircilla Municipality Kargil Lake;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

502.5

660

331700.25

... More
Sircilla Municipality Kargil Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1336

118

157861.76

... More
Sircilla Municipality Kargil Lake;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

296.1

598

177289.88

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

21.41

4536

97126.89

... More
Sircilla Municipality Kargil Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.14

4412

9443.63

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

31.28

258

8072.12

... More
Sircilla Municipality Kargil Lake;Chain Link Mesh for Park

1

-

-

... More
Sircilla Municipality Kargil Lake;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

177.55

175

31085.45

... More
Sircilla Municipality Kargil Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

420.46

152

64204.24

... More
Sircilla Municipality Kargil Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

13952.09

118

1648578.95

... More
Sircilla Municipality Kargil Lake;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3345.3

88

296025.6

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

47.79

5442

260100.42

... More
Sircilla Municipality Kargil Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

10.2

4412

45011.68

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

86.69

258

22371.22

... More
Sircilla Municipality Kargil Lake;MS Railing on Bund on water side

1

-

-

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

70.35

4798

337556.89

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

30.15

4536

136776.08

... More
Sircilla Municipality Kargil Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

27.64

4412

121972.83

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

285.59

124

35433.15

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

8.67

4536

39331.63

... More
Sircilla Municipality Kargil Lake;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

2247.85

186

418886.85

... More
Sircilla Municipality Kargil Lake;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

91.96

1007

92680.97

... More
Sircilla Municipality Kargil Lake;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

738.68

1367

1009805.11

... More
Sircilla Municipality Kargil Lake;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

2247.85

552

1242004.56

... More
Sircilla Municipality Kargil Lake;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

337.18

874

294921.23

... More
Sircilla Municipality Kargil Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

348.47

258

89926.17

... More
Sircilla Municipality Kargil Lake;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

5879.25

196

1157389.16

... More
Sircilla Municipality Kargil Lake;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains and Turfing

1

-

-

... More
Manthani Municipality Ravula Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

940

129

122002.6

... More
Manthani Municipality Ravula Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

296.1

756

223996.69

... More
Manthani Municipality Ravula Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

282

953

268754.46

... More
Manthani Municipality Ravula Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Manthani Municipality Ravula Cheruvu;Greenery on and around bund

1

-

-

... More
Manthani Municipality Ravula Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

79.05

152

12070.94

... More
Manthani Municipality Ravula Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

591

15

9402.81

... More
Manthani Municipality Ravula Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

36.94

7

293.67

... More
Manthani Municipality Ravula Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

705

660

465370.5

... More
Manthani Municipality Ravula Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1866

118

220486.56

... More
Manthani Municipality Ravula Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

413.7

598

247702.88

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

29.92

5091

152350.25

... More
Manthani Municipality Ravula Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.99

4993

14930.71

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

43.7

258

11277.22

... More
Manthani Municipality Ravula Cheruvu;Chain Link Mesh for Park

1

-

-

... More
Manthani Municipality Ravula Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

249.1

175

43612.43

... More
Manthani Municipality Ravula Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

589.75

152

90054.83

... More
Manthani Municipality Ravula Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

19569.25

118

2312302.58

... More
Manthani Municipality Ravula Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4689.3

88

414956.16

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

66.99

6046

405051.02

... More
Manthani Municipality Ravula Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

14.26

4993

71208.02

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

121.21

258

31279.45

... More
Manthani Municipality Ravula Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

98.7

5385

531567.6

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

42.3

5091

215388.22

... More
Manthani Municipality Ravula Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

38.78

4993

193649.87

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

400.68

124

49712.37

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

12.24

5091

62325.1

... More
Manthani Municipality Ravula Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

3153.7

190

601820.57

... More
Manthani Municipality Ravula Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

129.02

1621

209144

... More
Manthani Municipality Ravula Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1036.35

1796

1862186.22

... More
Manthani Municipality Ravula Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

3153.7

753

2376659.86

... More
Manthani Municipality Ravula Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

473.06

1098

519689.52

... More
Manthani Municipality Ravula Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

489

258

126191.34

... More
Manthani Municipality Ravula Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

8460

196

1665435.6

... More
Manthani Municipality Ravula Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains and Turfing

1

-

-

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

3333

194

646835.31

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1660

129

215451.4

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

522.9

756

395568.62

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

498

953

474608.94

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Greenery on and around bund

1

-

-

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

139.23

152

21260.42

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1041

15

16562.31

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

65.06

7

517.23

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1245

660

821824.5

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

3286

118

388273.76

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

728.7

598

436309.13

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

52.7

4577

241238.47

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

5.27

4437

23383.89

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

76.97

258

19862.88

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Chain Link Mesh for Park

1

-

-

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

439.9

175

77017.69

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

1041.19

152

158989.71

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

34548.35

118

4082233.04

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

8273.3

88

732104.32

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

118.19

5467

646239.28

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

25.09

4437

111328.6

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

213.26

258

55033.88

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

174.3

4841

843904.82

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

74.7

4577

341945.23

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

68.48

4437

303857.4

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

707.58

124

87789.45

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

21.42

4577

98051.76

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

5569.3

190

1062789.52

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

227.84

910

207354.91

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1830.15

1385

2535123.78

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

5569.3

549

3060887.28

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

835.4

1098

917745.38

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

863.3

258

222783.2

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

13446

196

2646979.56

... More
Sulthanabad Municipality Pedda Cheruvu Oora Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains and Turfing

1

-

-

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

9.41

6300

59285.92

... More
Peddapalli Municipality Bandhampally Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

18.81

1186

22320.7

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

28.22

258

7282.45

... More
Peddapalli Municipality Bandhampally Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

452.49

71

32126.79

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

60

4044

242671.2

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

4

81911

327647.6

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

40

3035

121436.4

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

8

59989

479914.96

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

35

2558

89564.3

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

7

31185

218296.47

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

4

1332

5328.36

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

1

17298

17298.6

... More
Peddapalli Municipality Bandhampally Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

475

344

163409.5

... More
Peddapalli Municipality Bandhampally Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

475

3207

1523629

... More
Peddapalli Municipality Bandhampally Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

78.38

1186

93008.84

... More
Peddapalli Municipality Bandhampally Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

475

209

99322.5

... More
Peddapalli Municipality Bandhampally Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

500.5

50

25465.44

... More
Peddapalli Municipality Bandhampally Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

499.5

47

23531.45

... More
Peddapalli Municipality Bandhampally Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

200

66

13398

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

14.79

2202

32574.53

... More
Peddapalli Municipality Bandhampally Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

14.79

979

14491.54

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

29.57

729

21584.33

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

29.57

580

17169.52

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

207.02

141

29355.44

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

59.15

2202

130276.1

... More
Peddapalli Municipality Bandhampally Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

59.15

979

57956.35

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

118.29

567

67156.78

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

118.29

451

53420.95

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

828.06

124

102737.4

... More
Peddapalli Municipality Bandhampally Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

7.84

2664

20887.88

... More
Peddapalli Municipality Bandhampally Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

1.05

1280

1344.46

... More
Peddapalli Municipality Bandhampally Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Peddapalli Municipality Bandhampally Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

53.03

71

3765.13

... More
Peddapalli Municipality Bandhampally Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

180.8

706

127769.55

... More
Peddapalli Municipality Bandhampally Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

5

221

1107.75

... More
Peddapalli Municipality Bandhampally Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3995.6

88

353570.64

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.38

8922

3390.41

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

33

9731

321124.98

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base Slab

23.7

5913

140157.53

... More
Peddapalli Municipality Bandhampally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

11.85

4866

57662.46

... More
Peddapalli Municipality Bandhampally Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Peddapalli Municipality Bandhampally Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Peddapalli Municipality Bandhampally Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

17.78

1186

21098.46

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

35.35

258

9122.42

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

141.42

124

17545.98

... More
Peddapalli Municipality Bandhampally Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 1.50m Size (I&D)

1

-

-

... More
Peddapalli Municipality Bandhampally Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2833

194

549800.31

... More
Peddapalli Municipality Bandhampally Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1180

129

153152.2

... More
Peddapalli Municipality Bandhampally Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

371.7

756

281187.33

... More
Peddapalli Municipality Bandhampally Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

354

953

337372.62

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Peddapalli Municipality Bandhampally Cheruvu;Greenery on and around bund

1

-

-

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

99.11

152

15134.1

... More
Peddapalli Municipality Bandhampally Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

741

15

11789.31

... More
Peddapalli Municipality Bandhampally Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

46.31

7

368.16

... More
Peddapalli Municipality Bandhampally Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

885

660

584188.5

... More
Peddapalli Municipality Bandhampally Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2340

118

276494.4

... More
Peddapalli Municipality Bandhampally Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

518.7

598

310571.63

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

37.51

5030

188701.18

... More
Peddapalli Municipality Bandhampally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.75

4866

18247.61

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

54.79

258

14139.11

... More
Peddapalli Municipality Bandhampally Cheruvu;Chain Link Mesh for Park

1

-

-

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

312.7

175

54747.52

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

740.23

152

113033.12

... More
Peddapalli Municipality Bandhampally Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

24562.29

118

2902280.19

... More
Peddapalli Municipality Bandhampally Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5884.2

88

520692.86

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

84.06

5913

497115.71

... More
Peddapalli Municipality Bandhampally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

17.87

4866

86955.96

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

151.89

258

39196.73

... More
Peddapalli Municipality Bandhampally Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

123.9

5320

659261.99

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

53.1

5030

267129.64

... More
Peddapalli Municipality Bandhampally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

48.68

4866

236878.34

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

502.98

124

62404.73

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

15.3

5030

76969.56

... More
Peddapalli Municipality Bandhampally Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

3958.9

187

742016.63

... More
Peddapalli Municipality Bandhampally Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

161.96

1066

172728.72

... More
Peddapalli Municipality Bandhampally Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1300.95

1703

2215726

... More
Peddapalli Municipality Bandhampally Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

3958.9

670

2655986.42

... More
Peddapalli Municipality Bandhampally Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

593.84

928

551416.07

... More
Peddapalli Municipality Bandhampally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

613.77

258

158389.49

... More
Peddapalli Municipality Bandhampally Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

10620

196

2090653.2

... More
Peddapalli Municipality Bandhampally Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains and Turfing

1

-

-

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

459.17

71

32601.07

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

12219

89

1089568.23

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

4.2

6647

27920.05

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

103.5

6173

638927.24

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab

93.15

5836

543669.04

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

62.1

5222

324345.82

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

460

214

98495.2

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

459.9

66

30808.7

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

93.15

1591

148204.44

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

163.99

268

44082.15

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

491.97

125

61545.45

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.75x0.75m Size

1

-

-

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1267

194

245886.69

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1500

129

194685

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

472.5

756

357441.53

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

450

953

428863.5

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Greenery on and around bund

1

-

-

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

75.84

156

11901.57

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

567

15

9020.97

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

35.44

7

281.75

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

675

660

445567.5

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1790

118

211506.4

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

396.9

598

237643.88

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

28.7

5357

153761.11

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.87

5222

14989.9

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

41.92

268

11268.52

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

238.5

179

42817.91

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

564.81

156

88635.63

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

18742.34

118

2214594.89

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4487.7

89

400168.21

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

64.11

6285

402932.63

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

13.63

5222

71188.94

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

115.84

268

31138.95

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

94.5

5666

535493.7

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

40.5

5357

216979.97

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

37.13

5222

193928.5

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

383.63

125

47992.11

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

11.73

5357

62843.83

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

3019.5

207

626787.81

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

123.53

1531

189152.84

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

992.25

1944

1929559.12

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

3019.5

792

2391896.93

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

452.93

1686

763671.69

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

468.21

268

125859.53

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7290

197

1436567.4

... More
Ramagundam Municipal Corporation Prashanth Nagar Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains and Turfing

1

-

-

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

327.6

71

23259.6

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

5.25

1299

6823.74

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

10040

89

895266.8

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

10.4

6647

69135.35

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

90

6173

555588.9

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab(for bottom slab)

60

5836

350189.4

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate for structure, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

40

5222

208918.4

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

250

214

53530

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

249.9

66

16740.8

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

60

1591

95461.8

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

117

268

31450.77

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

351

125

43910.1

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.90x0.90m Size

1

-

-

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

670

129

86959.3

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

211.05

756

159657.21

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

201

953

191559.03

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Greenery on and around bund

1

-

-

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

56.58

156

8879.1

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

423

15

6729.93

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

26.44

7

210.2

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

502.5

660

331700.25

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1336

118

157861.76

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

296.1

598

177289.88

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

21.41

5357

114704.72

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate for structure, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.14

5222

11177.13

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

31.28

268

8408.38

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

177.55

179

31875.55

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

420.46

156

65982.79

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

13952.09

118

1648578.95

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3345.3

89

298300.4

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

47.79

6285

300361.11

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate for structure, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

10.2

5222

53274.19

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

86.69

268

23303.14

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

70.35

5666

398645.31

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

30.15

5357

161529.53

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate for structure, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

27.64

5222

144362.61

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

285.59

125

35727.31

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

8.67

5357

46449.79

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

2247.85

207

466608.7

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

91.96

1531

140811.91

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

738.68

1944

1436459.29

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

2247.85

792

1780634.38

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

337.18

1686

568509.08

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

348.47

268

93672.22

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

5728.5

197

1128858.21

... More
Ramagundam Municipal Corporation Malkapur Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains and Turfing

1

-

-

... More
Kothapally Municipality Oora Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

23.76

6024

143131.67

... More
Kothapally Municipality Oora Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

47.52

1203

57196.97

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

71.28

258

18394.52

... More
Kothapally Municipality Oora Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

1143.12

71

81161.52

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

150

4009

601357.5

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

10

80595

805951.7

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

100

3006

300657

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

20

58938

1178761.6

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

85

2534

215401.05

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

17

30628

520679.57

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

8

1316

10535.44

... More
Kothapally Municipality Oora Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

2

16994

33988.26

... More
Kothapally Municipality Oora Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

1200

344

412824

... More
Kothapally Municipality Oora Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

1200

3095

3715068

... More
Kothapally Municipality Oora Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

198

1203

238320.72

... More
Kothapally Municipality Oora Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

1200

209

250920

... More
Kothapally Municipality Oora Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

1260

50

64108.8

... More
Kothapally Municipality Oora Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

1260

47

59358.6

... More
Kothapally Municipality Oora Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

480

66

32155.2

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

37.36

2202

82284.28

... More
Kothapally Municipality Oora Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

37.36

979

36606.08

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

74.71

729

54533.82

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

74.71

580

43379.61

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

522.98

141

74158.56

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

149.42

2202

329093.07

... More
Kothapally Municipality Oora Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

149.42

979

146404.7

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

298.85

567

169666.11

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

298.85

451

134963.65

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

2091.94

124

259547

... More
Kothapally Municipality Oora Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

19.8

2664

52752.55

... More
Kothapally Municipality Oora Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

2.64

1280

3380.36

... More
Kothapally Municipality Oora Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Kothapally Municipality Oora Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

63.68

71

4521.28

... More
Kothapally Municipality Oora Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.For Coarse screen (2 m x 1.5 m size)For Fine screen (1.2 m x 1.5 m size)

227.4

706

160701.31

... More
Kothapally Municipality Oora Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

5

221

1107.75

... More
Kothapally Municipality Oora Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4368

88

386524.32

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thickWeir wall

0.5

8653

4326.96

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thickSide walls - 200 mm thick Wall

33

9462

312274.05

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base Slab

28.9

5634

162847.74

... More
Kothapally Municipality Oora Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

14.45

4597

66438.5

... More
Kothapally Municipality Oora Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Kothapally Municipality Oora Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Kothapally Municipality Oora Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

21.68

1203

26094.92

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

42.45

258

10954.65

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

169.81

124

21068.33

... More
Kothapally Municipality Oora Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 2.00m x 1.50m Size (I&D)

1

-

-

... More
Kothapally Municipality Oora Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1844

129

239332.76

... More
Kothapally Municipality Oora Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

580.86

756

439414.78

... More
Kothapally Municipality Oora Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

553.2

953

527216.2

... More
Kothapally Municipality Oora Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Kothapally Municipality Oora Cheruvu;Greenery on and around bund

1

-

-

... More
Kothapally Municipality Oora Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

371

175

64954.68

... More
Kothapally Municipality Oora Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

878.44

152

134137.79

... More
Kothapally Municipality Oora Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

29149.76

118

3444335.64

... More
Kothapally Municipality Oora Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6973.4

88

617076.17

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

99.62

5634

561345.75

... More
Kothapally Municipality Oora Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

21.12

4597

97105.96

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

179.51

258

46324.35

... More
Kothapally Municipality Oora Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Kothapally Municipality Oora Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

6186.62

605

3747916.26

... More
Kothapally Municipality Oora Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

927.99

1149

1066789.46

... More
Kothapally Municipality Oora Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

927.99

258

239477.1

... More
Kothapally Municipality Oora Cheruvu;Strengthening of Bund with Stone Pitching

1

-

-

... More
Choppandandi Municipality Kudi Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

3860

129

500989.4

... More
Choppandandi Municipality Kudi Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1215.9

756

919816.19

... More
Choppandandi Municipality Kudi Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1158

953

1103608.74

... More
Choppandandi Municipality Kudi Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Choppandandi Municipality Kudi Cheruvu;Greenery on and around bund

1

-

-

... More
Choppandandi Municipality Kudi Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

201.03

152

30697.28

... More
Choppandandi Municipality Kudi Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1503

15

23912.73

... More
Choppandandi Municipality Kudi Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

93.94

7

746.82

... More
Choppandandi Municipality Kudi Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1800

660

1188180

... More
Choppandandi Municipality Kudi Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

4745

118

560669.2

... More
Choppandandi Municipality Kudi Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

1052.1

598

629944.88

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

76.09

4874

370918.97

... More
Choppandandi Municipality Kudi Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

7.61

4725

35960.67

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

111.13

258

28678.21

... More
Choppandandi Municipality Kudi Cheruvu;Chain Link Mesh for Park

1

-

-

... More
Choppandandi Municipality Kudi Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

249.1

175

43612.43

... More
Choppandandi Municipality Kudi Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

589.75

152

90054.83

... More
Choppandandi Municipality Kudi Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

19569.25

118

2312302.58

... More
Choppandandi Municipality Kudi Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4689.3

88

414956.16

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

66.99

5767

386372.86

... More
Choppandandi Municipality Kudi Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

14.26

4725

67384.92

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

121.21

258

31279.45

... More
Choppandandi Municipality Kudi Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

252

5155

1299309.48

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

108

4874

526471.92

... More
Choppandandi Municipality Kudi Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

99

4725

467819.55

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

1023

124

126923.61

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

12.24

4874

59666.82

... More
Choppandandi Municipality Kudi Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

3153.7

189

598603.8

... More
Choppandandi Municipality Kudi Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

129.02

1066

137598.54

... More
Choppandandi Municipality Kudi Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1036.35

1598

1656968.2

... More
Choppandandi Municipality Kudi Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

8052

635

5119783.68

... More
Choppandandi Municipality Kudi Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

1207.8

1047

1265242.97

... More
Choppandandi Municipality Kudi Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

1223.74

258

315798.34

... More
Choppandandi Municipality Kudi Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7614

196

1498892.04

... More
Choppandandi Municipality Kudi Cheruvu;Widening and Strengthening of Bund, Stone Pitching, Rock toe, Chute and Toe Drains, Turfing for new bund and existing bund

1

-

-

... More
Huzurabad Municipality Model Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

3500

194

679245

... More
Huzurabad Municipality Model Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

3400

129

441286

... More
Huzurabad Municipality Model Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1071

756

810200.79

... More
Huzurabad Municipality Model Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1020

953

972090.6

... More
Huzurabad Municipality Model Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Huzurabad Municipality Model Cheruvu;Greenery on and around bund

1

-

-

... More
Huzurabad Municipality Model Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

159.3

152

24325.11

... More
Huzurabad Municipality Model Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1191

15

18948.81

... More
Huzurabad Municipality Model Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

74.44

7

591.8

... More
Huzurabad Municipality Model Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1425

660

940642.5

... More
Huzurabad Municipality Model Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

3760

118

444281.6

... More
Huzurabad Municipality Model Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

833.7

598

499177.88

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

60.29

4931

297331.59

... More
Huzurabad Municipality Model Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

6.03

4758

28696.35

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

88.06

258

22724.76

... More
Huzurabad Municipality Model Cheruvu;Chain Link Mesh for Park

1

-

-

... More
Huzurabad Municipality Model Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

212

175

37116.96

... More
Huzurabad Municipality Model Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

502.24

152

76692.05

... More
Huzurabad Municipality Model Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

16667.18

118

1969393.99

... More
Huzurabad Municipality Model Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3987.2

88

352827.33

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

56.96

5802

330506.98

... More
Huzurabad Municipality Model Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

12.09

4758

57535.46

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

102.79

258

26525.99

... More
Huzurabad Municipality Model Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

231

5216

1204944.51

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

99

4931

488237.31

... More
Huzurabad Municipality Model Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

90.75

4758

431872.9

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

937.75

124

116346.64

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

28.05

4931

138333.9

... More
Huzurabad Municipality Model Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

7381

204

1509045.45

... More
Huzurabad Municipality Model Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

109.8

929

102074.47

... More
Huzurabad Municipality Model Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

882

1623

1432297.44

... More
Huzurabad Municipality Model Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

7381

631

4661987.22

... More
Huzurabad Municipality Model Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

1107.15

1779

1970239.85

... More
Huzurabad Municipality Model Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

1143.69

258

295140.64

... More
Huzurabad Municipality Model Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

7200

196

1417392

... More
Huzurabad Municipality Model Cheruvu;Widening and Strengthening of Bund (400 mts), Stone Pitching, Rock toe, Chute and Toe Drains, Turfing for new bund and existing bund (1100mts)

1

-

-

... More
Jammikunta Municipality Naini Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

3500

194

679245

... More
Jammikunta Municipality Naini Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1460

129

189493.4

... More
Jammikunta Municipality Naini Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

459.9

756

347909.75

... More
Jammikunta Municipality Naini Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

438

953

417427.14

... More
Jammikunta Municipality Naini Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Jammikunta Municipality Naini Cheruvu;Greenery on and around bund

1

-

-

... More
Jammikunta Municipality Naini Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

122.38

152

18687.43

... More
Jammikunta Municipality Naini Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

915

15

14557.65

... More
Jammikunta Municipality Naini Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

57.19

7

454.66

... More
Jammikunta Municipality Naini Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1095

660

722809.5

... More
Jammikunta Municipality Naini Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2889

118

341364.24

... More
Jammikunta Municipality Naini Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

640.5

598

383499.38

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

46.32

5158

238930.14

... More
Jammikunta Municipality Naini Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.63

4986

23085.64

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

67.65

258

17457.76

... More
Jammikunta Municipality Naini Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Jammikunta Municipality Naini Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

386.9

175

67738.45

... More
Jammikunta Municipality Naini Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

916.06

152

139882.36

... More
Jammikunta Municipality Naini Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

30398.02

118

3591830.04

... More
Jammikunta Municipality Naini Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7272.3

88

643525.83

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

103.89

6038

627358.47

... More
Jammikunta Municipality Naini Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

22.02

4986

109793.92

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

187.18

258

48303.67

... More
Jammikunta Municipality Naini Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

153.3

5455

836380.27

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

65.7

5158

338897.03

... More
Jammikunta Municipality Naini Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

60.23

4986

300312.8

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

622.33

124

77212.48

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

18.87

5158

97336.18

... More
Jammikunta Municipality Naini Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

4898.3

208

1020952.67

... More
Jammikunta Municipality Naini Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

200.39

1105

221549.18

... More
Jammikunta Municipality Naini Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1609.65

1792

2884798.63

... More
Jammikunta Municipality Naini Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

4898.3

704

3450460.49

... More
Jammikunta Municipality Naini Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

734.75

1978

1453607.36

... More
Jammikunta Municipality Naini Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

734.75

258

189609.59

... More
Jammikunta Municipality Naini Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

12483

196

2457403.38

... More
Jammikunta Municipality Naini Cheruvu;Widening and Strengthening of Bund, Stone Pitching, Rock toe, Chute and Toe Drains, Turfing

1

-

-

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

610

129

79171.9

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

192.15

756

145359.55

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

183

953

174404.49

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Greenery on and around bund

1

-

-

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

51.36

156

8059.92

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

384

15

6109.44

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

24

7

190.8

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

457.5

660

301995.75

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1213

118

143328.08

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

268.8

598

160944

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

19.44

4776

92854.58

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

1.94

4642

9005.81

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

28.39

268

7631.52

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

161.65

179

29021.02

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

382.84

156

60079.08

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

12703.83

118

1501084.55

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3047.1

89

271709.91

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

43.53

5681

247294.37

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

9.3

4642

43172.18

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

79.01

268

21238.68

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

64.05

5052

323582.52

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

27.45

4776

131114.1

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

25.16

4642

116797

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

260.01

125

32527.25

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

8.16

4776

38976

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

2046.55

196

403108.95

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

83.72

1094

91608.1

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

672.53

1514

1018479.43

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

2046.55

607

1242685.63

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

306.98

1155

354709.25

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

306.98

268

82519.29

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

6039

197

1190045.34

... More
Karimnagar Municipal Corporation Malakunta Cheruvu;Widening and Strengthening of Bund, Stone Pitching, Rock toe and Filter media, Chute and Toe Drains

1

-

-

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

720.72

71

51171.12

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

11.55

1299

15012.23

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

22088

89

1969586.96

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

22.88

6008

137480.43

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

198

5534

1095801.3

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab(for bottom slab)

132

5232

690686.04

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

88

4642

408510.96

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

550

214

117766

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

549.9

66

36837.8

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

132

1211

159854.64

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

257.4

268

69191.69

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

772.2

125

96602.22

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.90x0.90m Size

1

-

-

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1500

194

291105

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1580

129

205068.2

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

497.7

756

376505.07

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

474

953

451736.22

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12800

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Greenery on and around bund

1

-

-

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

48.95

156

7681.72

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

366

15

5823.06

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

22.88

7

181.9

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

435

660

287143.5

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1156

118

136592.96

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

256.2

598

153399.75

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

18.53

4776

88507.99

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

1.85

4642

8588.01

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

27.06

268

7274

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

153.7

179

27593.76

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

364.03

156

57127.23

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

12079.71

118

1427338.53

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

2898

89

258414.66

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

41.4

5681

235193.81

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

8.84

4642

41036.78

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

75.18

268

20209.14

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

60.9

5052

307668.63

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

26.1

4776

124665.87

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

23.93

4642

111087.13

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

247.23

125

30928.47

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

7.65

4776

36540

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

1945.9

196

383283.92

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

79.61

1094

87110.85

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

639.45

1514

968383.08

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

1945.9

607

1181569.94

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

291.89

1155

337273.06

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

291.89

268

78462.95

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

5220

197

1028653.2

... More
Karimnagar Municipal Corporation Pentakamma Cheruvu;Widening and Strengthening of Bund, Stone Pitching, Rock toe and Filter media, Chute and Toe Drains

1

-

-

... More
Dharmapuri Municipality Korandlapally Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

269.51

71

19135.21

... More
Dharmapuri Municipality Korandlapally Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7177.8

88

635163.52

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

2.52

6400

16130.34

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

60.75

5926

360036.09

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab

54.68

5603

306385.71

... More
Dharmapuri Municipality Korandlapally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

36.45

4998

182202.62

... More
Dharmapuri Municipality Korandlapally Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

270

209

56457

... More
Dharmapuri Municipality Korandlapally Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

270

66

18087.3

... More
Dharmapuri Municipality Korandlapally Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

54.68

1305

71392.4

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

96.26

258

24840.86

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

288.77

124

35827.69

... More
Dharmapuri Municipality Korandlapally Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.75x0.75m Size

1

-

-

... More
Dharmapuri Municipality Korandlapally Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1500

194

291105

... More
Dharmapuri Municipality Korandlapally Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1390

129

180408.1

... More
Dharmapuri Municipality Korandlapally Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

437.85

756

331229.15

... More
Dharmapuri Municipality Korandlapally Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

417

953

397413.51

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Dharmapuri Municipality Korandlapally Cheruvu;Greenery on and around bund

1

-

-

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

116.76

152

17829.25

... More
Dharmapuri Municipality Korandlapally Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

873

15

13889.43

... More
Dharmapuri Municipality Korandlapally Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

54.56

7

433.75

... More
Dharmapuri Municipality Korandlapally Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1042.5

660

688154.25

... More
Dharmapuri Municipality Korandlapally Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2756

118

325648.96

... More
Dharmapuri Municipality Korandlapally Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

611.1

598

365896.13

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

44.2

5158

227986.25

... More
Dharmapuri Municipality Korandlapally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.42

4998

22094.25

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

64.55

258

16657.77

... More
Dharmapuri Municipality Korandlapally Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

368.35

175

64490.72

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

871.9

152

133139.13

... More
Dharmapuri Municipality Korandlapally Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

28931.19

118

3418509.41

... More
Dharmapuri Municipality Korandlapally Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6929.3

88

613173.76

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

98.99

6051

599066.69

... More
Dharmapuri Municipality Korandlapally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

21.03

4998

105122.66

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

178.74

258

46125.64

... More
Dharmapuri Municipality Korandlapally Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

145.95

5455

796250.66

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

62.55

5158

322636.65

... More
Dharmapuri Municipality Korandlapally Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

57.34

4998

286625.46

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

592.49

124

73510.23

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

17.85

5158

92071.37

... More
Dharmapuri Municipality Korandlapally Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

4663.45

205

958758.69

... More
Dharmapuri Municipality Korandlapally Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

190.78

1203

229573.21

... More
Dharmapuri Municipality Korandlapally Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1532.48

1801

2760563.5

... More
Dharmapuri Municipality Korandlapally Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

4663.45

716

3341501.83

... More
Dharmapuri Municipality Korandlapally Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

699.52

1836

1284577.54

... More
Dharmapuri Municipality Korandlapally Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

699.52

258

180518.13

... More
Dharmapuri Municipality Korandlapally Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

12510

196

2462718.6

... More
Dharmapuri Municipality Korandlapally Cheruvu;Wdeing and Strengthening of Bund, Stone Pitching, Rock toe, Chute and Toe Drains

1

-

-

... More
Raikal Municipality Pedda Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

209.62

71

14883.02

... More
Raikal Municipality Pedda Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5554.8

88

491544.25

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

1.68

6353

10673.07

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

47.25

5878

277764.32

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab

42.53

5557

236379.61

... More
Raikal Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

28.35

4955

140478.22

... More
Raikal Municipality Pedda Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

210

209

43911

... More
Raikal Municipality Pedda Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

210

66

14067.9

... More
Raikal Municipality Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

42.53

1583

67352.63

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

74.87

258

19320.95

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

224.6

124

27866.12

... More
Raikal Municipality Pedda Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.75x0.75m Size

1

-

-

... More
Raikal Municipality Pedda Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

62.24

71

4419.04

... More
Raikal Municipality Pedda Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)For Drain (Top Slab)

72

88

6371.28

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top SlabRCC Drain ( 0.6 x 0.6 )

0.72

6353

4574.17

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsSide walls - 150 mm thick Wall

16.2

5355

86761.04

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabRCC Drain ( 0.6 x 0.6 )

14.85

5063

75192.83

... More
Raikal Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.6 x 0.6 )

9.9

4955

49055.89

... More
Raikal Municipality Pedda Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

90

209

18819

... More
Raikal Municipality Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)For Drain Bed RCC Drain ( 0.6 x 0.6 )

9.9

1583

15678.14

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

22.23

258

5736.67

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

66.69

124

8274.23

... More
Raikal Municipality Pedda Cheruvu;Construction of CC Open Drain of section size (0.60x0.60m)

1

-

-

... More
Raikal Municipality Pedda Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2567

194

498177.69

... More
Raikal Municipality Pedda Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1420

129

184301.8

... More
Raikal Municipality Pedda Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

447.3

756

338377.98

... More
Raikal Municipality Pedda Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

426

953

405990.78

... More
Raikal Municipality Pedda Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Raikal Municipality Pedda Cheruvu;Greenery on and around bund

1

-

-

... More
Raikal Municipality Pedda Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

119.17

152

18197.26

... More
Raikal Municipality Pedda Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

891

15

14175.81

... More
Raikal Municipality Pedda Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

55.69

7

442.74

... More
Raikal Municipality Pedda Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1065

660

703006.5

... More
Raikal Municipality Pedda Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2813

118

332384.08

... More
Raikal Municipality Pedda Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

623.7

598

373440.38

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

45.11

5063

228414.03

... More
Raikal Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.51

4955

22347.68

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

65.88

258

17000.99

... More
Raikal Municipality Pedda Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Raikal Municipality Pedda Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

376.3

175

65882.6

... More
Raikal Municipality Pedda Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

890.71

152

136011.42

... More
Raikal Municipality Pedda Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

29555.32

118

3492256.61

... More
Raikal Municipality Pedda Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7078.4

88

626367.62

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

101.12

6006

607375.26

... More
Raikal Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

21.48

4955

106436.41

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

182.58

258

47116.59

... More
Raikal Municipality Pedda Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

149.1

5355

798522.94

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

63.9

5063

323557.01

... More
Raikal Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

58.58

4955

290272.1

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

605.28

124

75097.09

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

18.36

5063

92965.68

... More
Raikal Municipality Pedda Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

4764.1

192

917232.17

... More
Raikal Municipality Pedda Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

194.9

1523

296840.5

... More
Raikal Municipality Pedda Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1565.55

1768

2768690.83

... More
Raikal Municipality Pedda Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

4764.1

735

3501756.42

... More
Raikal Municipality Pedda Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

714.62

1183

845795.65

... More
Raikal Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

738.53

258

190585.05

... More
Raikal Municipality Pedda Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

12141

196

2390077.26

... More
Raikal Municipality Pedda Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Metpalli Municipality Pedda Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

288.29

71

20468.59

... More
Metpalli Municipality Pedda Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

4.73

1299

6147.86

... More
Metpalli Municipality Pedda Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

8856

88

783667.44

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

9.36

5825

54525.28

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

79.2

5350

423794.45

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab(for bottom slab)

52.8

5059

267118.37

... More
Metpalli Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

35.2

4475

157535.14

... More
Metpalli Municipality Pedda Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

220

209

46002

... More
Metpalli Municipality Pedda Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

219.9

66

14731.1

... More
Metpalli Municipality Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

52.8

1101

58167.12

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

102.96

258

26569.86

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

308.88

124

38322.74

... More
Metpalli Municipality Pedda Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.90x0.90m Size

1

-

-

... More
Metpalli Municipality Pedda Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

4600

194

892722

... More
Metpalli Municipality Pedda Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

2200

129

285538

... More
Metpalli Municipality Pedda Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

693

756

524247.57

... More
Metpalli Municipality Pedda Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

660

953

628999.8

... More
Metpalli Municipality Pedda Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Metpalli Municipality Pedda Cheruvu;Greenery on and around bund

1

-

-

... More
Metpalli Municipality Pedda Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

69.82

152

10661.51

... More
Metpalli Municipality Pedda Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

522

15

8305.02

... More
Metpalli Municipality Pedda Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

32.63

7

259.41

... More
Metpalli Municipality Pedda Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

622.5

660

410912.25

... More
Metpalli Municipality Pedda Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1648

118

194727.68

... More
Metpalli Municipality Pedda Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

365.4

598

218783.25

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

26.43

4611

121883

... More
Metpalli Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

2.64

4475

11815.14

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

38.6

258

9961.12

... More
Metpalli Municipality Pedda Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Metpalli Municipality Pedda Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

643.95

175

112742.77

... More
Metpalli Municipality Pedda Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

1524.12

152

232733.12

... More
Metpalli Municipality Pedda Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

50572.92

118

5975696.23

... More
Metpalli Municipality Pedda Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

12103

88

1070994.47

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

172.9

5507

952264.04

... More
Metpalli Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

36.64

4475

163979.76

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

311.45

258

80372.79

... More
Metpalli Municipality Pedda Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

231

4877

1126723.29

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

99

4611

456542.46

... More
Metpalli Municipality Pedda Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

90.75

4475

406145.27

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

937.75

124

116346.64

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

28.05

4611

129353.7

... More
Metpalli Municipality Pedda Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

7381

190

1406006.69

... More
Metpalli Municipality Pedda Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

113.92

883

100675.66

... More
Metpalli Municipality Pedda Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

915.08

1413

1293456.43

... More
Metpalli Municipality Pedda Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

2784.65

536

1493881.19

... More
Metpalli Municipality Pedda Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

417.7

1081

451771.79

... More
Metpalli Municipality Pedda Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

417.7

258

107791.66

... More
Metpalli Municipality Pedda Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

6723

196

1323489.78

... More
Metpalli Municipality Pedda Cheruvu;Wdeing and Strengthening of Bund, Stone Pitching, Rock toe, Chute and Toe Drains

1

-

-

... More
Korutla Municipality Thalla Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

327.6

71

23259.6

... More
Korutla Municipality Thalla Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

5.25

1299

6823.74

... More
Korutla Municipality Thalla Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

10040

88

888439.6

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

10.4

6732

70016.75

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

90

6257

563217.3

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab(for bottom slab)

60

5916

354997.8

... More
Korutla Municipality Thalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

40

5300

212000.4

... More
Korutla Municipality Thalla Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

250

209

52275

... More
Korutla Municipality Thalla Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

249.9

66

16740.8

... More
Korutla Municipality Thalla Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

60

1512

90758.4

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

117

258

30193.02

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

351

124

43548.57

... More
Korutla Municipality Thalla Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.90x0.90m Size

1

-

-

... More
Korutla Municipality Thalla Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1100

194

213477

... More
Korutla Municipality Thalla Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1300

129

168727

... More
Korutla Municipality Thalla Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

409.5

756

309782.66

... More
Korutla Municipality Thalla Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

390

953

371681.7

... More
Korutla Municipality Thalla Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Korutla Municipality Thalla Cheruvu;Greenery on and around bund

1

-

-

... More
Korutla Municipality Thalla Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

194.21

152

29655.87

... More
Korutla Municipality Thalla Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1452

15

23101.32

... More
Korutla Municipality Thalla Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

90.75

7

721.46

... More
Korutla Municipality Thalla Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1740

660

1148574

... More
Korutla Municipality Thalla Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

4584

118

541645.44

... More
Korutla Municipality Thalla Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

1016.4

598

608569.5

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

73.51

5457

401208.76

... More
Korutla Municipality Thalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

7.35

5300

38955.07

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

107.36

258

27705.32

... More
Korutla Municipality Thalla Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Korutla Municipality Thalla Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

344.5

175

60315.06

... More
Korutla Municipality Thalla Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

815.47

152

124522.27

... More
Korutla Municipality Thalla Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

27058.8

118

3197267.81

... More
Korutla Municipality Thalla Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6481.3

88

573530.24

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

92.59

6365

589351.09

... More
Korutla Municipality Thalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

19.67

5300

104251.2

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

167.23

258

43155.37

... More
Korutla Municipality Thalla Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

136.5

5772

787983.11

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

58.5

5457

319285.98

... More
Korutla Municipality Thalla Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

53.63

5300

284239.54

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

554.13

124

68750.91

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

16.83

5457

91856.12

... More
Korutla Municipality Thalla Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

4361.5

189

824890.5

... More
Korutla Municipality Thalla Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

178.43

1030

183852.49

... More
Korutla Municipality Thalla Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1433.25

2024

2901700.62

... More
Korutla Municipality Thalla Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

4361.5

677

2956617.24

... More
Korutla Municipality Thalla Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

654.23

1013

663107.9

... More
Korutla Municipality Thalla Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

654.23

258

168830.59

... More
Korutla Municipality Thalla Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

11115

196

2188098.9

... More
Korutla Municipality Thalla Cheruvu;Wdeing and Strengthening of Bund, Stone Pitching, Rock toe, Chute and Toe Drains

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

11.29

6254

70612.4

... More
Jagityal Municipality Chinthakunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

22.57

1101

24864.24

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

33.86

258

8737.91

... More
Jagityal Municipality Chinthakunta Cheruvu;Restoration of CC Roads

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

542.98

71

38551.58

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

75

4048

303639

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

5

81886

409430.85

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

50

3039

151961

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

10

59953

599538.9

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

40

2561

102471.2

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

8

31165

249326.16

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

4

1333

5335.2

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

1

17285

17285.83

... More
Jagityal Municipality Chinthakunta Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

570

344

196091.4

... More
Jagityal Municipality Chinthakunta Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

570

3279

1869121.2

... More
Jagityal Municipality Chinthakunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

94.05

1101

103610.18

... More
Jagityal Municipality Chinthakunta Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

570

209

119187

... More
Jagityal Municipality Chinthakunta Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

598.5

50

30451.68

... More
Jagityal Municipality Chinthakunta Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

598.5

47

28195.34

... More
Jagityal Municipality Chinthakunta Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

240

66

16077.6

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

17.74

2202

39071.82

... More
Jagityal Municipality Chinthakunta Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

17.74

979

17382.01

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

35.49

729

25905.57

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

35.49

580

20606.91

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

248.42

141

35225.96

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

70.98

2202

156331.32

... More
Jagityal Municipality Chinthakunta Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

70.98

979

69547.62

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

141.95

567

80589.27

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

141.95

451

64106.04

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

993.67

124

123284.64

... More
Jagityal Municipality Chinthakunta Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

9.41

2664

25070.78

... More
Jagityal Municipality Chinthakunta Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

1.25

1280

1600.55

... More
Jagityal Municipality Chinthakunta Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

1072.26

71

76130.46

... More
Jagityal Municipality Chinthakunta Cheruvu;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.RCC Drain ( 3.50 x 1.80 )

11.81

1299

15350.17

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

21998

88

1946603.02

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slabfor Road Crossing Culvert top slabs

22.4

6205

139014.18

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M20 Grade Side Walls of 250mm thickSide walls - 250 mm thick Wall

166.5

8446

1406307.29

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab

162.8

5418

882206.69

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 3.50 x 1.80 )

81.4

4821

392468.47

... More
Jagityal Municipality Chinthakunta Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

185

209

38683.5

... More
Jagityal Municipality Chinthakunta Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

185.1

66

12399.85

... More
Jagityal Municipality Chinthakunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

122.1

1101

134511.47

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

382.95

258

98824.08

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

1148.85

124

142537.82

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of RCC Open Drain of section size (3.5m x 1.80 m)

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

118.58

71

8419.18

... More
Jagityal Municipality Chinthakunta Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

476.5

706

336737.79

... More
Jagityal Municipality Chinthakunta Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

6

221

1329.3

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

8734.4

88

772907.06

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thickWeir wall

1.05

8877

9321.45

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

49.5

8877

439439.72

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base Slab

58.63

5867

344010.94

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

23.45

4821

113063.71

... More
Jagityal Municipality Chinthakunta Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Jagityal Municipality Chinthakunta Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Jagityal Municipality Chinthakunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

35.18

1101

38756.05

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

79.05

258

20399.64

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

316.21

124

39232.17

... More
Jagityal Municipality Chinthakunta Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 3.50m x 1.80m Size (I&D)

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1050

194

203773.5

... More
Jagityal Municipality Chinthakunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1540

129

199876.6

... More
Jagityal Municipality Chinthakunta Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

485.1

756

366973.3

... More
Jagityal Municipality Chinthakunta Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

462

953

440299.86

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Jagityal Municipality Chinthakunta Cheruvu;Greenery on and around bund

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

166.12

152

25366.52

... More
Jagityal Municipality Chinthakunta Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1242

15

19760.22

... More
Jagityal Municipality Chinthakunta Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

77.63

7

617.16

... More
Jagityal Municipality Chinthakunta Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1485

660

980248.5

... More
Jagityal Municipality Chinthakunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

3921

118

463305.36

... More
Jagityal Municipality Chinthakunta Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

869.4

598

520553.25

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

62.88

4995

314112.01

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

6.29

4821

30327.11

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

91.83

258

23697.65

... More
Jagityal Municipality Chinthakunta Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

121.9

175

21342.25

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

288.79

152

44098.23

... More
Jagityal Municipality Chinthakunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

9583.19

118

1132349.73

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

2300.9

88

203606.64

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

32.87

5867

192864.4

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

7.04

4821

33943.22

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

59.84

258

15442.31

... More
Jagityal Municipality Chinthakunta Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

14.7

5283

77669.21

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

6.3

4995

31471.15

... More
Jagityal Municipality Chinthakunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

5.78

4821

27868.15

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

59.68

124

7404.5

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute DrainsFor Chute Drains

2.04

4995

10190.66

... More
Jagityal Municipality Chinthakunta Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all liftsSlant area of D/s side of bund

469.7

205

96697.14

... More
Jagityal Municipality Chinthakunta Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.For D/s bottom of bund

19.22

968

18619.18

... More
Jagityal Municipality Chinthakunta Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

154.35

1670

257806.17

... More
Jagityal Municipality Chinthakunta Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

3556.3

650

2314475.6

... More
Jagityal Municipality Chinthakunta Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

533.45

1850

987181.23

... More
Jagityal Municipality Chinthakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

533.45

258

137662.11

... More
Jagityal Municipality Chinthakunta Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

1260

196

248043.6

... More
Jagityal Municipality Chinthakunta Cheruvu;Wdeing and Strengthening of Bund, Stone Pitching, Rock toe, Chute and Toe Drains

1

-

-

... More
Jagityal Municipality Mothe Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

199.64

71

14174.44

... More
Jagityal Municipality Mothe Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5298

88

468820.02

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Top Slab

1.68

6205

10426.06

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Side walls

45

5731

257921.1

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drains / Culverts Base slab

40.5

5418

219467.88

... More
Jagityal Municipality Mothe Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

27

4821

130179.96

... More
Jagityal Municipality Mothe Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

200

209

41820

... More
Jagityal Municipality Mothe Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

200.1

66

13404.7

... More
Jagityal Municipality Mothe Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

40.5

1101

44616.83

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

71.3

258

18399.68

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

213.9

124

26538.57

... More
Jagityal Municipality Mothe Cheruvu;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.75x0.75m Size

1

-

-

... More
Jagityal Municipality Mothe Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1433

194

278102.31

... More
Jagityal Municipality Mothe Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1460

129

189493.4

... More
Jagityal Municipality Mothe Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

459.9

756

347909.75

... More
Jagityal Municipality Mothe Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

438

953

417427.14

... More
Jagityal Municipality Mothe Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Jagityal Municipality Mothe Cheruvu;Greenery on and around bund

1

-

-

... More
Jagityal Municipality Mothe Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

122.38

152

18687.43

... More
Jagityal Municipality Mothe Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

915

15

14557.65

... More
Jagityal Municipality Mothe Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

57.19

7

454.66

... More
Jagityal Municipality Mothe Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1095

660

722809.5

... More
Jagityal Municipality Mothe Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2889

118

341364.24

... More
Jagityal Municipality Mothe Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

640.5

598

383499.38

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Pedastals

46.32

4995

231387.85

... More
Jagityal Municipality Mothe Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.63

4821

22323.45

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

67.65

258

17457.76

... More
Jagityal Municipality Mothe Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Jagityal Municipality Mothe Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

386.9

175

67738.45

... More
Jagityal Municipality Mothe Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

916.06

152

139882.36

... More
Jagityal Municipality Mothe Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

30398.02

118

3591830.04

... More
Jagityal Municipality Mothe Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7272.3

88

643525.83

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

103.89

5867

609573.54

... More
Jagityal Municipality Mothe Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

22.02

4821

106168.99

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

187.18

258

48303.67

... More
Jagityal Municipality Mothe Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side wallsFor Toe Drain walls

153.3

5283

809978.95

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slabFor Toe Drain base slab

65.7

4995

328199.09

... More
Jagityal Municipality Mothe Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.For Toe Drain PCC

60.23

4821

290397.74

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical MeansFor Toe Drain

622.33

124

77212.48

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

18.87

4995

94263.58

... More
Jagityal Municipality Mothe Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

4898.3

205

1008413.02

... More
Jagityal Municipality Mothe Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

200.39

968

194125.81

... More
Jagityal Municipality Mothe Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.For Behind Rock toeFor Below Rock toe

1609.65

1670

2688550.11

... More
Jagityal Municipality Mothe Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,completestone pitching along the slopes on water side of the bund

4898.3

650

3187862.62

... More
Jagityal Municipality Mothe Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

734.75

1850

1359698.96

... More
Jagityal Municipality Mothe Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

734.75

258

189609.59

... More
Jagityal Municipality Mothe Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

11826

196

2328066.36

... More
Jagityal Municipality Mothe Cheruvu;Wdeing and Strengthening of Bund, Stone Pitching, Rock toe, Chute and Toe Drains

1

-

-

... More
Kyathanpally Municipality Kurmapalli Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1000

129

129790

... More
Kyathanpally Municipality Kurmapalli Tank;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

315

756

238294.35

... More
Kyathanpally Municipality Kurmapalli Tank;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

300

953

285909

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Kyathanpally Municipality Kurmapalli Tank;Greenery on and around bund

1

-

-

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

83.86

152

12805.42

... More
Kyathanpally Municipality Kurmapalli Tank;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

627

15

9975.57

... More
Kyathanpally Municipality Kurmapalli Tank;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

39.19

7

311.56

... More
Kyathanpally Municipality Kurmapalli Tank;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

750

660

495075

... More
Kyathanpally Municipality Kurmapalli Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1980

118

233956.8

... More
Kyathanpally Municipality Kurmapalli Tank;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

438.9

598

262791.38

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

31.74

5149

163434.34

... More
Kyathanpally Municipality Kurmapalli Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.17

5060

16040.36

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

46.36

258

11963.66

... More
Kyathanpally Municipality Kurmapalli Tank;Chain Link Mesh on D/s side

1

-

-

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

265

175

46396.2

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

627.37

152

95799.4

... More
Kyathanpally Municipality Kurmapalli Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

20817.51

118

2459796.98

... More
Kyathanpally Municipality Kurmapalli Tank;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

4988.2

88

441405.82

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

71.26

6115

435797.66

... More
Kyathanpally Municipality Kurmapalli Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

15.16

5060

76710.36

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

128.88

258

33258.77

... More
Kyathanpally Municipality Kurmapalli Tank;MS Railing on Bund on water side

1

-

-

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

105

5446

571854.15

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

45

5149

231712.2

... More
Kyathanpally Municipality Kurmapalli Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

41.25

5060

208727.06

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

426.25

124

52884.84

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

12.75

5149

65651.79

... More
Kyathanpally Municipality Kurmapalli Tank;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

3355

189

636812.55

... More
Kyathanpally Municipality Kurmapalli Tank;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

137.25

1735

238172.67

... More
Kyathanpally Municipality Kurmapalli Tank;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1102.5

1846

2035237.05

... More
Kyathanpally Municipality Kurmapalli Tank;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

3355

780

2619181.4

... More
Kyathanpally Municipality Kurmapalli Tank;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

503.25

1047

527184.57

... More
Kyathanpally Municipality Kurmapalli Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

519.86

258

134155.07

... More
Kyathanpally Municipality Kurmapalli Tank;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

9000

196

1771740

... More
Kyathanpally Municipality Kurmapalli Tank;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Chennur Municipality Asnad Bund;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

589.68

71

41867.28

... More
Chennur Municipality Asnad Bund;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

9.45

1299

12282.73

... More
Chennur Municipality Asnad Bund;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

18072

88

1599191.28

... More
Chennur Municipality Asnad Bund;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Top Slab

18.72

6864

128509.62

... More
Chennur Municipality Asnad Bund;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Side walls

162

6390

1035248.04

... More
Chennur Municipality Asnad Bund;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab(for bottom slab)

108

6041

652519.8

... More
Chennur Municipality Asnad Bund;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

72

5420

390270.24

... More
Chennur Municipality Asnad Bund;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

450

209

94095

... More
Chennur Municipality Asnad Bund;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

450

66

30145.5

... More
Chennur Municipality Asnad Bund;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

108

2151

232377.12

... More
Chennur Municipality Asnad Bund;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

210.6

258

54347.44

... More
Chennur Municipality Asnad Bund;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

631.8

124

78387.43

... More
Chennur Municipality Asnad Bund;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.90x0.90m Size

1

-

-

... More
Chennur Municipality Asnad Bund;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1170

129

151854.3

... More
Chennur Municipality Asnad Bund;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

368.55

756

278804.39

... More
Chennur Municipality Asnad Bund;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

351

953

334513.53

... More
Chennur Municipality Asnad Bund;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Chennur Municipality Asnad Bund;Greenery on and around bund

1

-

-

... More
Chennur Municipality Asnad Bund;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

140.04

152

21384.11

... More
Chennur Municipality Asnad Bund;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1047

15

16657.77

... More
Chennur Municipality Asnad Bund;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

65.44

7

520.25

... More
Chennur Municipality Asnad Bund;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1252.5

660

826775.25

... More
Chennur Municipality Asnad Bund;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

3305

118

390518.8

... More
Chennur Municipality Asnad Bund;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

732.9

598

438823.88

... More
Chennur Municipality Asnad Bund;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

53

5485

290712.42

... More
Chennur Municipality Asnad Bund;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

5.3

5420

28728.23

... More
Chennur Municipality Asnad Bund;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

77.41

258

19976.42

... More
Chennur Municipality Asnad Bund;Chain Link Mesh on D/s side

1

-

-

... More
Chennur Municipality Asnad Bund;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

204.05

175

35725.07

... More
Chennur Municipality Asnad Bund;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

483.43

152

73819.76

... More
Chennur Municipality Asnad Bund;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

16043.05

118

1895646.79

... More
Chennur Municipality Asnad Bund;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3837.4

88

339571.53

... More
Chennur Municipality Asnad Bund;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

54.82

6490

355803.18

... More
Chennur Municipality Asnad Bund;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

11.64

5420

63093.69

... More
Chennur Municipality Asnad Bund;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

98.96

258

25537.62

... More
Chennur Municipality Asnad Bund;MS Railing on Bund on water side

1

-

-

... More
Chennur Municipality Asnad Bund;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

2583.35

911

2353483.52

... More
Chennur Municipality Asnad Bund;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

387.5

1081

419108.38

... More
Chennur Municipality Asnad Bund;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

387.5

258

99998.25

... More
Chennur Municipality Asnad Bund;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

5.51

6602

36380.33

... More
Mandamarri Municipality Village Mandamarri Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

11.03

1768

19503.69

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

16.54

258

4268.31

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Restoration of CC Roads

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

557.77

71

39601.67

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

75

4015

301181.25

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

5

82034

410173.2

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

45

3012

135544.95

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

9

60189

541704.78

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

40

2538

101553.2

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

8

31295

250364.64

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

4

1319

5279.16

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

1

17373

17373.61

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 500mm dia RCC NP3 Sewer Lines

375

378

141888.75

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

165

344

56763.3

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.500mm dia RCC NP3 Sewer Lines

375

3964

1486822.5

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

165

3484

574988.7

... More
Mandamarri Municipality Village Mandamarri Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

91.92

1768

162536.62

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

540

209

112914

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

567

50

28848.96

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

567

47

26711.37

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

200

66

13398

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

18.42

2202

40569.5

... More
Mandamarri Municipality Village Mandamarri Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

18.42

979

18048.28

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

36.84

729

26890.99

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

36.84

580

21390.78

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

257.87

141

36565.97

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

73.68

2202

162277.99

... More
Mandamarri Municipality Village Mandamarri Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

73.68

979

72193.14

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

147.35

567

83655.02

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

147.35

451

66544.73

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

1031.46

124

127973.24

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

4.59

2664

12229

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

0.61

1280

781.07

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

53.03

71

3765.13

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

180.8

706

127769.55

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

5

221

1107.75

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3995.6

88

353570.64

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.38

9215

3501.93

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

33

10024

330809.82

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

23.7

6219

147391.25

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

11.85

5159

61140.19

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Mandamarri Municipality Village Mandamarri Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

17.78

1768

31439.31

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

35.35

258

9122.42

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

141.42

124

17545.98

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 1.50m Size (I&D)

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

39.24

71

2786.04

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

117.3

706

82894.74

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

4

221

886.2

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3296.3

88

291689.59

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.24

9215

2211.74

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

26.4

10024

264647.86

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

20.45

6219

127179.37

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

10.23

5159

52781.79

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Mandamarri Municipality Village Mandamarri Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

15.34

1768

27124.8

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

26.16

258

6750.85

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

104.64

124

12982.68

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 1.20m x 1.20m Size (I&D)

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

25.12

71

1783.52

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

72.2

706

51023.02

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

3

221

664.65

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

1628.4

88

144097.12

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Side walls

0.14

6577

920.9

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Side walls

14.85

6577

97680.78

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

12.15

6219

75561.34

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

8.1

5159

41792.03

... More
Mandamarri Municipality Village Mandamarri Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Mandamarri Municipality Village Mandamarri Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

12.15

1768

21484.12

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

16.74

258

4319.92

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

66.98

124

8310.21

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 0.90m Size (I&D)

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

580

129

75278.2

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

182.7

756

138210.72

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

174

953

165827.22

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Greenery on and around bund

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

48.95

152

7474.67

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

366

15

5823.06

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

22.88

7

181.9

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

435

660

287143.5

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

1156

118

136592.96

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

256.2

598

153399.75

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

18.53

5259

97458.35

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

1.85

5159

9545.09

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

27.06

258

6983.1

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

153.7

175

26909.8

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

364.03

152

55587.38

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

12079.71

118

1427338.53

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

2898

88

256444.02

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

41.4

6219

257468.26

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

8.84

5159

45610.07

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

75.18

258

19400.95

... More
Mandamarri Municipality Village Mandamarri Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

60.9

5562

338781.83

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

26.1

5259

137272.69

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

23.93

5159

123467.07

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

247.23

124

30673.83

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

7.65

5259

40235.1

... More
Mandamarri Municipality Village Mandamarri Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

1945.9

194

377952.16

... More
Mandamarri Municipality Village Mandamarri Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

79.61

1735

138148.83

... More
Mandamarri Municipality Village Mandamarri Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

639.45

1919

1227628.9

... More
Mandamarri Municipality Village Mandamarri Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

1945.9

805

1567383.53

... More
Mandamarri Municipality Village Mandamarri Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

291.89

1268

370282.9

... More
Mandamarri Municipality Village Mandamarri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

301.85

258

77895.41

... More
Mandamarri Municipality Village Mandamarri Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

5220

196

1027609.2

... More
Mandamarri Municipality Village Mandamarri Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

5.57

6642

36996.44

... More
Bellamapally Municipality Jathikunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

11.14

1810

20172.76

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

16.71

258

4312.18

... More
Bellamapally Municipality Jathikunta Cheruvu;Restoration of CC Roads

1

-

-

... More
Bellamapally Municipality Jathikunta Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

215.08

71

15270.68

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

30

4015

120472.5

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

2

82123

164247.98

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

20

3012

60242.2

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

4

60268

241073.68

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

20

2538

50776.6

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

4

31337

125351.08

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

4

1319

5279.16

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

1

17397

17397.77

... More
Bellamapally Municipality Jathikunta Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

225

344

77404.5

... More
Bellamapally Municipality Jathikunta Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

225

3520

792121.5

... More
Bellamapally Municipality Jathikunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

37.13

1810

67236.49

... More
Bellamapally Municipality Jathikunta Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

225

209

47047.5

... More
Bellamapally Municipality Jathikunta Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

238

50

12109.44

... More
Bellamapally Municipality Jathikunta Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

237

47

11165.07

... More
Bellamapally Municipality Jathikunta Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

80

66

5359.2

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

7

2202

15417.29

... More
Bellamapally Municipality Jathikunta Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

7

979

6858.74

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

14.01

729

10226.46

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

14.01

580

8134.77

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

98.06

141

13904.91

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

28.02

2202

61713.21

... More
Bellamapally Municipality Jathikunta Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

28.02

979

27454.56

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

56.03

567

31809.91

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

56.03

451

25303.71

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

392.24

124

48665.22

... More
Bellamapally Municipality Jathikunta Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

3.71

2664

9884.44

... More
Bellamapally Municipality Jathikunta Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

1.24

1280

1587.75

... More
Bellamapally Municipality Jathikunta Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Bellamapally Municipality Jathikunta Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

53.03

71

3765.13

... More
Bellamapally Municipality Jathikunta Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

180.8

706

127769.55

... More
Bellamapally Municipality Jathikunta Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

5

221

1107.75

... More
Bellamapally Municipality Jathikunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3995.6

88

353570.64

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.38

9253

3516.5

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

33

10062

332075.37

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

23.7

6258

148336.64

... More
Bellamapally Municipality Jathikunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

11.85

5197

61594.64

... More
Bellamapally Municipality Jathikunta Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Bellamapally Municipality Jathikunta Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Bellamapally Municipality Jathikunta Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

17.78

1810

32196.74

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

35.35

258

9122.42

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

141.42

124

17545.98

... More
Bellamapally Municipality Jathikunta Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 1.50m Size (I&D)

1

-

-

... More
Bellamapally Municipality Jathikunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

667

194

129444.69

... More
Bellamapally Municipality Jathikunta Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

500

129

64895

... More
Bellamapally Municipality Jathikunta Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

157.5

756

119147.18

... More
Bellamapally Municipality Jathikunta Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

150

953

142954.5

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Bellamapally Municipality Jathikunta Cheruvu;Greenery on and around bund

1

-

-

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

42.13

152

6433.25

... More
Bellamapally Municipality Jathikunta Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

315

15

5011.65

... More
Bellamapally Municipality Jathikunta Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

19.69

7

156.54

... More
Bellamapally Municipality Jathikunta Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

375

660

247537.5

... More
Bellamapally Municipality Jathikunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

995

118

117569.2

... More
Bellamapally Municipality Jathikunta Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

220.5

598

132024.38

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

15.95

5294

84454.45

... More
Bellamapally Municipality Jathikunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

1.59

5197

8264.6

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

23.29

258

6010.22

... More
Bellamapally Municipality Jathikunta Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

132.5

175

23198.1

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

314.14

152

47969.18

... More
Bellamapally Municipality Jathikunta Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

10425.89

118

1231923.16

... More
Bellamapally Municipality Jathikunta Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

2494.8

88

220764.85

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

35.64

6258

223068.27

... More
Bellamapally Municipality Jathikunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

7.58

5197

39399.78

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

64.44

258

16629.39

... More
Bellamapally Municipality Jathikunta Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

52.5

5600

294022.05

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

22.5

5294

119136.38

... More
Bellamapally Municipality Jathikunta Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

20.63

5197

107231.85

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

213.13

124

26443.04

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

6.63

5294

35105.52

... More
Bellamapally Municipality Jathikunta Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

1677.5

194

325820.83

... More
Bellamapally Municipality Jathikunta Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

68.63

1784

122457.88

... More
Bellamapally Municipality Jathikunta Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

551.25

1948

1073939.74

... More
Bellamapally Municipality Jathikunta Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

1677.5

819

1374778.35

... More
Bellamapally Municipality Jathikunta Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

251.63

1268

319210.27

... More
Bellamapally Municipality Jathikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

260.27

258

67165.28

... More
Bellamapally Municipality Jathikunta Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

4500

196

885870

... More
Bellamapally Municipality Jathikunta Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Naspur Municipality Naspur Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2567

194

498177.69

... More
Naspur Municipality Naspur Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1530

129

198578.7

... More
Naspur Municipality Naspur Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

481.95

756

364590.36

... More
Naspur Municipality Naspur Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

459

953

437440.77

... More
Naspur Municipality Naspur Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Naspur Municipality Naspur Cheruvu;Greenery on and around bund

1

-

-

... More
Naspur Municipality Naspur Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

128.4

152

19606.68

... More
Naspur Municipality Naspur Cheruvu;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

960

15

15273.6

... More
Naspur Municipality Naspur Cheruvu;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

60

7

477

... More
Naspur Municipality Naspur Cheruvu;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1147.5

660

757464.75

... More
Naspur Municipality Naspur Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

3031

118

358142.96

... More
Naspur Municipality Naspur Cheruvu;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

672

598

402360

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

48.6

5139

249764.15

... More
Naspur Municipality Naspur Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.86

5044

24517.1

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

70.98

258

18317.1

... More
Naspur Municipality Naspur Cheruvu;Chain Link Mesh on D/s side

1

-

-

... More
Naspur Municipality Naspur Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

405.45

175

70986.19

... More
Naspur Municipality Naspur Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

959.82

152

146564.51

... More
Naspur Municipality Naspur Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

31849.05

118

3763283.75

... More
Naspur Municipality Naspur Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7623.7

88

674621.21

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

108.91

6099

664307.44

... More
Naspur Municipality Naspur Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

23.1

5044

116531.88

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

196.38

258

50677.82

... More
Naspur Municipality Naspur Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

160.65

5435

873241.99

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

68.85

5139

353832.54

... More
Naspur Municipality Naspur Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

63.11

5044

318369.12

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

652.16

124

80913.49

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

19.89

5139

102218.29

... More
Naspur Municipality Naspur Cheruvu;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

5133.15

190

979559.01

... More
Naspur Municipality Naspur Cheruvu;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

209.99

1686

354114.54

... More
Naspur Municipality Naspur Cheruvu;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1686.83

1834

3094810.13

... More
Naspur Municipality Naspur Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

5133.15

772

3964588.4

... More
Naspur Municipality Naspur Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

769.97

1098

845865.94

... More
Naspur Municipality Naspur Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

795.88

258

205384.79

... More
Naspur Municipality Naspur Cheruvu;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

12393

196

2439685.98

... More
Naspur Municipality Naspur Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Luxettipet Municipality Itikyala Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

3667

194

711654.69

... More
Luxettipet Municipality Itikyala Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

2230

129

289431.7

... More
Luxettipet Municipality Itikyala Tank;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

702.45

756

531396.4

... More
Luxettipet Municipality Itikyala Tank;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

669

953

637577.07

... More
Luxettipet Municipality Itikyala Tank;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Luxettipet Municipality Itikyala Tank;Greenery on and around bund

1

-

-

... More
Luxettipet Municipality Itikyala Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

186.98

152

28551.85

... More
Luxettipet Municipality Itikyala Tank;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

1398

15

22242.18

... More
Luxettipet Municipality Itikyala Tank;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

87.38

7

694.67

... More
Luxettipet Municipality Itikyala Tank;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1672.5

660

1104017.25

... More
Luxettipet Municipality Itikyala Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

4413

118

521440.08

... More
Luxettipet Municipality Itikyala Tank;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

978.6

598

585936.75

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

70.77

4952

350487.72

... More
Luxettipet Municipality Itikyala Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

7.08

4813

34078.73

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

103.36

258

26673.08

... More
Luxettipet Municipality Itikyala Tank;Chain Link Mesh on D/s side

1

-

-

... More
Luxettipet Municipality Itikyala Tank;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

590.95

175

103463.53

... More
Luxettipet Municipality Itikyala Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

1398.58

152

213563.17

... More
Luxettipet Municipality Itikyala Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

46406.8

118

5483427.49

... More
Luxettipet Municipality Itikyala Tank;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

11109.7

88

983097.35

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

158.71

5859

929891.41

... More
Luxettipet Municipality Itikyala Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

33.66

4813

162018.37

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

286.14

258

73841.29

... More
Luxettipet Municipality Itikyala Tank;MS Railing on Bund on water side

1

-

-

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

49.35

5238

258506.16

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

21.15

4952

104745.16

... More
Luxettipet Municipality Itikyala Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

19.39

4813

93331.44

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

200.34

124

24856.18

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

6.12

4952

30309.24

... More
Luxettipet Municipality Itikyala Tank;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

1576.85

197

311191.35

... More
Luxettipet Municipality Itikyala Tank;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

64.51

1203

77627.46

... More
Luxettipet Municipality Itikyala Tank;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

518.18

1663

862178.97

... More
Luxettipet Municipality Itikyala Tank;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

7481.65

670

5015174.44

... More
Luxettipet Municipality Itikyala Tank;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

1122.25

1424

1598712.46

... More
Luxettipet Municipality Itikyala Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

1130.22

258

291664.57

... More
Luxettipet Municipality Itikyala Tank;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

3807

196

749446.02

... More
Luxettipet Municipality Itikyala Tank;Strengthening and Widening of Bund (245m), Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Mancherial Municipality Ramuni Cheruvu;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

12.87

6392

82267.23

... More
Mancherial Municipality Ramuni Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

25.74

1626

41859.42

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

38.61

258

9963.7

... More
Mancherial Municipality Ramuni Cheruvu;Restoration of CC Roads

1

-

-

... More
Mancherial Municipality Ramuni Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

497.07

71

35291.97

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge.1.50m dia manhole extra lift of 0.1m depth up to 5.00m

60

4006

240370.8

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 3.1m depth

4

81372

325488.12

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole extra lift of 0.1m depth up to 3.00m

45

3004

135189

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.50m dia manhole 2.40m depth

9

59634

536706.36

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole extra lift of 0.1m depth up to 2.30m

40

2532

101284.8

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 1.20m dia manhole 1.65m depth

8

31000

248001.6

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

4

1315

5262.84

... More
Mancherial Municipality Ramuni Cheruvu;Construction of sewer conical manhole as per type design using Flyash Cement Solid Blocks of size 225x 100 x 60 Cum and brick masonary in CM (1:5) prop; including PCC M10 grade using 20mm graded for bed in foundation and PCC M15 grade concrete using 20mm graded HG metal for benching and channels, inside plastering 20mm thick in single coat of CM (1:3) prop. with Sulphate Resistant Cement; and outside plastering 20mm thick in single coat of CM (1:3) prop with Ordinary Portland Cement; and supporting incoming pipes with concrete block / masonry wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) 560mm dia and Encapsulated Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete as per drawings and specifications and as directed by the Engineer in Charge. 0.90m dia manhole up to 1.10m

1

17208

17208.36

... More
Mancherial Municipality Ramuni Cheruvu;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 . 450mm dia RCC NP3 Sewer Lines

520

344

178890.4

... More
Mancherial Municipality Ramuni Cheruvu;Manufacture, Supply and Delivery of Reinforced Cement Concrete Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with High Alumina Cement Mortar Lining conforming to B.I.S. 458/2003 at site (rate per meter of effective length) Including transportation & Excluding taxes.450mm dia RCC NP3 Sewer Lines

520

3426

1781868.4

... More
Mancherial Municipality Ramuni Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)Bedding under RCC pipes

85.8

1626

139531.39

... More
Mancherial Municipality Ramuni Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

520

209

108732

... More
Mancherial Municipality Ramuni Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Double staging from 2.5 to 4.50 Mts.

546

50

27780.48

... More
Mancherial Municipality Ramuni Cheruvu;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and operational charges etc, complete.Single staging for up to 2.50 Mts.

546

47

25722.06

... More
Mancherial Municipality Ramuni Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

200

66

13398

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

16.19

2202

35657.99

... More
Mancherial Municipality Ramuni Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

16.19

979

15863.29

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is more than 1.5 times the width

32.38

729

23635.46

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-ii ) In ordinary soils, 3.00 Mts to 6.00Mts. depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches from 3m to 6m depth below GL by manual means where depth is less than 1.5 times the width

32.38

580

18801.12

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches from 3m to 6m depth below GL by Mechanical Means

226.63

141

32136.13

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) : (Using Air Compressor and Jack Hammers) : Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete as directed by the Engineer in charge.

64.75

2202

142609.93

... More
Mancherial Municipality Ramuni Cheruvu;BLD-CSTN-2-11 - (Amendment as per SOR 2021-22) - Earth work excavation in hard rock (blasting prohibited) (Using Hydraulic Excavator with breaker attachment) using hydraulic brakers for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including diversion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

64.75

979

63443.35

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is more than 1.5 times the width

129.5

567

73521.04

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means. For pipeline trenches upto 3m depth below GL by manual means where depth is less than 1.5 times the width

129.5

451

58483.5

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by mechanical means. For pipeline trenches upto 3m depth below GL by Mechanical Means

906.51

124

112470.7

... More
Mancherial Municipality Ramuni Cheruvu;Cutting Open CC Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc. as directed by Engineer-In Charge

8.58

2664

22859.44

... More
Mancherial Municipality Ramuni Cheruvu;Cutting Open BT Road Surface including stacking of excavated material for pipe line trench including all operational, incidental, labour charges, taking all precautionary measures in the restricted areas, diversion of the traffic etc., as directed by Engineer-In Charge

2.86

1280

3662.06

... More
Mancherial Municipality Ramuni Cheruvu;Laying of Sewer conveying main lines for diversion of Sullage including Manholes and Road Restoration

1

-

-

... More
Mancherial Municipality Ramuni Cheruvu;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

39.24

71

2786.04

... More
Mancherial Municipality Ramuni Cheruvu;Manufacture, Supply, Fabrication and Installation of Stainless Steel Screens using SS 304 Grade Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters as per design approved by the Engineer in Charge including Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including all other incidental charges etc. complete as directed by the Engineer in Charge.

117.3

706

82894.74

... More
Mancherial Municipality Ramuni Cheruvu;Manufacture as per company?s standard specification supply, delivery and fixing of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.

4

221

886.2

... More
Mancherial Municipality Ramuni Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

3296.3

88

291689.59

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 250mm thick

0.24

9011

2162.71

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M25 Grade Side Walls of 200mm thick

26.4

9820

259254.34

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Base Slab

20.45

6006

122834.56

... More
Mancherial Municipality Ramuni Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

10.23

4955

50691.9

... More
Mancherial Municipality Ramuni Cheruvu;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

110

209

23001

... More
Mancherial Municipality Ramuni Cheruvu;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

660

66

44213.4

... More
Mancherial Municipality Ramuni Cheruvu;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

15.34

1626

24946.52

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

26.16

258

6750.85

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1 - In ordinary soils by Mechanical means : Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means.

104.64

124

12982.68

... More
Mancherial Municipality Ramuni Cheruvu;Construction of I & D structures for diversion of sewage into the proposed sewer trunk lines. 1.20m x 1.20m Size (I&D)

1

-

-

... More
Mancherial Municipality Ramuni Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Mancherial Municipality Ramuni Cheruvu;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

860

129

111619.4

... More
Mancherial Municipality Ramuni Cheruvu;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

270.9

756

204933.14

... More
Mancherial Municipality Ramuni Cheruvu;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

258

953

245881.74

... More
Mancherial Municipality Ramuni Cheruvu;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Mancherial Municipality Ramuni Cheruvu;Greenery on and around bund

1

-

-

... More
Mancherial Municipality Ramuni Cheruvu;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

365.7

175

64026.76

... More
Mancherial Municipality Ramuni Cheruvu;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

865.77

152

132203.08

... More
Mancherial Municipality Ramuni Cheruvu;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

28728.4

118

3394547.74

... More
Mancherial Municipality Ramuni Cheruvu;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

6876.8

88

608528.03

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

98.24

6006

590086.42

... More
Mancherial Municipality Ramuni Cheruvu;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

20.85

4955

103316.34

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

177.21

258

45730.81

... More
Mancherial Municipality Ramuni Cheruvu;MS Railing on Bund on water side

1

-

-

... More
Mancherial Municipality Ramuni Cheruvu;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

2885.3

739

2133823.62

... More
Mancherial Municipality Ramuni Cheruvu;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

432.8

1098

475461.1

... More
Mancherial Municipality Ramuni Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

432.8

258

111688.37

... More
Mancherial Municipality Ramuni Cheruvu;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Nirmal Municipality Dharmasagar Lake;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

4400

129

571076

... More
Nirmal Municipality Dharmasagar Lake;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1386

756

1048495.14

... More
Nirmal Municipality Dharmasagar Lake;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1320

953

1257999.6

... More
Nirmal Municipality Dharmasagar Lake;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Nirmal Municipality Dharmasagar Lake;Greenery on and around bund

1

-

-

... More
Nirmal Municipality Dharmasagar Lake;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

466.4

175

81657.31

... More
Nirmal Municipality Dharmasagar Lake;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

1104.16

152

168605.23

... More
Nirmal Municipality Dharmasagar Lake;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

36639.31

118

4329300.87

... More
Nirmal Municipality Dharmasagar Lake;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

8765.4

88

775650.25

... More
Nirmal Municipality Dharmasagar Lake;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

125.22

5704

714273.66

... More
Nirmal Municipality Dharmasagar Lake;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

26.53

4664

123747.33

... More
Nirmal Municipality Dharmasagar Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

225.53

258

58200.27

... More
Nirmal Municipality Dharmasagar Lake;MS Railing on Bund on water side

1

-

-

... More
Nirmal Municipality Dharmasagar Lake;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

14762

604

8923186.14

... More
Nirmal Municipality Dharmasagar Lake;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

2214.3

1637

3626071.25

... More
Nirmal Municipality Dharmasagar Lake;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

2214.3

258

571422.26

... More
Nirmal Municipality Dharmasagar Lake;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Khanapur Municipality Boddoni Kunta;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

291.06

71

20665.26

... More
Khanapur Municipality Boddoni Kunta;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

4.8

1299

6238.85

... More
Khanapur Municipality Boddoni Kunta;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

8508

88

752872.92

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Top Slab

7.68

6305

48423.17

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage/Sullage flows through them and not for normal / routine nature of drain works) RCC M20 Grade Side Walls of 200mm thick

72

9345

672863.04

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab

57

5512

314221.62

... More
Khanapur Municipality Boddoni Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

28.5

4911

139980.03

... More
Khanapur Municipality Boddoni Kunta;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

150

209

31365

... More
Khanapur Municipality Boddoni Kunta;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

150

66

10048.5

... More
Khanapur Municipality Boddoni Kunta;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

42.75

1484

63451.26

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

103.95

258

26825.34

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

311.85

124

38691.23

... More
Khanapur Municipality Boddoni Kunta;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 1.20x1.20m Size

1

-

-

... More
Khanapur Municipality Boddoni Kunta;Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

170.35

71

12094.85

... More
Khanapur Municipality Boddoni Kunta;Supply and laying of high performance expansion joint filler board conforming to IS 1838 - 25mm thick including cost and conveyance of all materials etc. complete as directed by the Engineer in Charge.

2.63

1299

3418.37

... More
Khanapur Municipality Boddoni Kunta;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5200

88

460148

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 25 grade concrete for Top Slab

5.2

6305

32786.52

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Side walls

46.8

5830

272876.29

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 C i: Providing R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH M 20 grade concrete for Base Slab(for bottom slab)

31.2

5512

171994.99

... More
Khanapur Municipality Boddoni Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.RCC Drain ( 0.90 x 0.90 )

20.8

4911

102160.86

... More
Khanapur Municipality Boddoni Kunta;PHE-BHLW-26 : Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L as directed by the departmental officers

130

209

27183

... More
Khanapur Municipality Boddoni Kunta;Bailing out water from pipeline trenches with oil engine driven pumpsets of 5 HP capacity including hire charges, fuel charges and wages for driver and helper etc. complete as directed by the Engineer in charge

129.9

66

8702

... More
Khanapur Municipality Boddoni Kunta;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

31.2

1484

46308.29

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means For structures upto 3m depth below GL by Manual Means.

60.84

258

15700.37

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

182.52

124

22645.26

... More
Khanapur Municipality Boddoni Kunta;Construction of RCC Drain for diversion of sewage into the proposed I & D Structures. 0.90x0.90m Size

1

-

-

... More
Khanapur Municipality Boddoni Kunta;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

350

129

45426.5

... More
Khanapur Municipality Boddoni Kunta;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

110.25

756

83403.02

... More
Khanapur Municipality Boddoni Kunta;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

105

953

100068.15

... More
Khanapur Municipality Boddoni Kunta;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Khanapur Municipality Boddoni Kunta;Greenery on and around bund

1

-

-

... More
Khanapur Municipality Boddoni Kunta;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

29.69

152

4533.66

... More
Khanapur Municipality Boddoni Kunta;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

222

15

3532.02

... More
Khanapur Municipality Boddoni Kunta;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

13.88

7

110.35

... More
Khanapur Municipality Boddoni Kunta;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

262.5

660

173276.25

... More
Khanapur Municipality Boddoni Kunta;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

701

118

82830.16

... More
Khanapur Municipality Boddoni Kunta;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

155.4

598

93045.75

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

11.24

5031

56556.42

... More
Khanapur Municipality Boddoni Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

1.12

4911

5500.97

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

16.41

258

4234.76

... More
Khanapur Municipality Boddoni Kunta;Chain Link Mesh on D/s side

1

-

-

... More
Khanapur Municipality Boddoni Kunta;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

92.75

175

16238.67

... More
Khanapur Municipality Boddoni Kunta;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

220.09

152

33607.74

... More
Khanapur Municipality Boddoni Kunta;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

7305.24

118

863187.16

... More
Khanapur Municipality Boddoni Kunta;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

1747.2

88

154609.73

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

24.96

5961

148791.3

... More
Khanapur Municipality Boddoni Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

5.32

4911

26129.61

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

45.26

258

11679.8

... More
Khanapur Municipality Boddoni Kunta;MS Railing on Bund on water side

1

-

-

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

36.75

5322

195583.5

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

15.75

5031

79249.43

... More
Khanapur Municipality Boddoni Kunta;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

14.44

4911

70923.22

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

149.19

124

18510

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

4.59

5031

23095.55

... More
Khanapur Municipality Boddoni Kunta;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

1174.25

194

228473.82

... More
Khanapur Municipality Boddoni Kunta;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

48.04

1408

67675.39

... More
Khanapur Municipality Boddoni Kunta;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

385.88

1736

670034.31

... More
Khanapur Municipality Boddoni Kunta;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

1174.25

713

838027

... More
Khanapur Municipality Boddoni Kunta;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

176.14

1285

226440.3

... More
Khanapur Municipality Boddoni Kunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

182.12

258

46997.89

... More
Khanapur Municipality Boddoni Kunta;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

3465

196

682119.9

... More
Khanapur Municipality Boddoni Kunta;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Bhainsa Municipality Mahadevpur Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

1000

194

194070

... More
Bhainsa Municipality Mahadevpur Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1110

129

144066.9

... More
Bhainsa Municipality Mahadevpur Tank;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

349.65

756

264506.73

... More
Bhainsa Municipality Mahadevpur Tank;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

333

953

317358.99

... More
Bhainsa Municipality Mahadevpur Tank;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Bhainsa Municipality Mahadevpur Tank;Greenery on and around bund

1

-

-

... More
Bhainsa Municipality Mahadevpur Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

93.09

152

14214.84

... More
Bhainsa Municipality Mahadevpur Tank;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

696

15

11073.36

... More
Bhainsa Municipality Mahadevpur Tank;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

43.5

7

345.83

... More
Bhainsa Municipality Mahadevpur Tank;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

832.5

660

549533.25

... More
Bhainsa Municipality Mahadevpur Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

2197

118

259597.52

... More
Bhainsa Municipality Mahadevpur Tank;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

487.2

598

291711

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

35.24

4803

169292.61

... More
Bhainsa Municipality Mahadevpur Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

3.52

4651

16373.21

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

51.46

258

13279.77

... More
Bhainsa Municipality Mahadevpur Tank;Chain Link Mesh on D/s side

1

-

-

... More
Bhainsa Municipality Mahadevpur Tank;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

294.15

175

51499.78

... More
Bhainsa Municipality Mahadevpur Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

696.48

152

106352.5

... More
Bhainsa Municipality Mahadevpur Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

23111.24

118

2730824.12

... More
Bhainsa Municipality Mahadevpur Tank;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

5532.1

88

489535.53

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

79.03

5690

449734.44

... More
Bhainsa Municipality Mahadevpur Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

16.79

4651

78098.35

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

142.69

258

36822.58

... More
Bhainsa Municipality Mahadevpur Tank;MS Railing on Bund on water side

1

-

-

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

116.55

5081

592208.03

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

49.95

4803

239959.3

... More
Bhainsa Municipality Mahadevpur Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

45.79

4651

212991.27

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

473.14

124

58702.48

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures, mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

14.28

4803

68600.98

... More
Bhainsa Municipality Mahadevpur Tank;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

3724.05

189

705595.75

... More
Bhainsa Municipality Mahadevpur Tank;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

152.35

988

150565.98

... More
Bhainsa Municipality Mahadevpur Tank;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1223.78

1544

1889614.22

... More
Bhainsa Municipality Mahadevpur Tank;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

3724.05

610

2272452.55

... More
Bhainsa Municipality Mahadevpur Tank;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

558.61

1030

575686.71

... More
Bhainsa Municipality Mahadevpur Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

577.21

258

148954.81

... More
Bhainsa Municipality Mahadevpur Tank;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

9490.5

196

1868299.83

... More
Bhainsa Municipality Mahadevpur Tank;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-

... More
Adilabad Municipality Khanapur Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.45x0.45x0.45 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material

2333

194

452765.31

... More
Adilabad Municipality Khanapur Tank;Planting of individual shrub/ rose/ ornamental bamboo : Digging the pit of size 0.30x0.30x0.30 m, refilling the pit with red soil including cost red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides (@ 20 gms/pit/sqmt) etc., complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

1560

129

202472.4

... More
Adilabad Municipality Khanapur Tank;Hedge / shrub planting: Digging the trench of size 30 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

491.4

756

371739.19

... More
Adilabad Municipality Khanapur Tank;Hedge / shrub planting: Digging the trench of size 45 cm depth, refilling the trench with red soil including cost of red soil and farmyard manure at 4:1 ratio, internal transportation of plants and planting the plants including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material.

468

953

446018.04

... More
Adilabad Municipality Khanapur Tank;RBR-STCL-2 : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.

5000

2

12750

... More
Adilabad Municipality Khanapur Tank;Greenery on and around bund

1

-

-

... More
Adilabad Municipality Khanapur Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

130.81

152

19974.69

... More
Adilabad Municipality Khanapur Tank;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21

978

15

15559.98

... More
Adilabad Municipality Khanapur Tank;Drilling of 16 Nos through holes of 12mm dia to G.I pipe including cost & conveyance of all material & Labour charges ELEC-9.4.20

61.13

7

485.98

... More
Adilabad Municipality Khanapur Tank;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - PVC Coated - 2½"x2½" (63 mm x 63 mm) - 8 Gauge

1170

660

772317

... More
Adilabad Municipality Khanapur Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

3088

118

364878.08

... More
Adilabad Municipality Khanapur Tank;Supply & Fixing of 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete TBSP-G.I-12

684.6

598

409904.25

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Drain Base slabFor Pedastals

49.51

5030

249044.71

... More
Adilabad Municipality Khanapur Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

4.95

4903

24273.91

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

72.31

258

18660.32

... More
Adilabad Municipality Khanapur Tank;Chain Link Mesh on D/s side

1

-

-

... More
Adilabad Municipality Khanapur Tank;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting primer coat with water based Cement Primer of Exterior Grade-2 on newly plastered / concrete surfaces after through cleaning of surface to give an even shade and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. as per drawing and Technical Specification Clause 1701MORD.

413.4

175

72378.07

... More
Adilabad Municipality Khanapur Tank;RBR-TSRA-7 : Painting Two Coats on Steel Surfaces : Painting primer coat with red oxide paint on steel surfaces after through cleaning of surface and then painting two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. to give an even shade as per drawing and Technical Specification Clause 1701 MORD.

978.63

152

149436.8

... More
Adilabad Municipality Khanapur Tank;Supply, Fabrication and Fixing of Structural steel using all kinds of material viz., flats, tubes or any other sections as per the design approved by the authority including cost of conveyance of all material, loading & unloading charges, Labour charges for fabricating steel works including cost of welding rods, power charges, including cost of fixing in position and any other incidental charges etc. complete for finished item of work as directed by the Engineer in Charge

32473.18

118

3837030.95

... More
Adilabad Municipality Khanapur Tank;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars ( Fe 500/550/550D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors.( APSS No.126)

7772.1

88

687753.13

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures , mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

111.03

5953

660974.91

... More
Adilabad Municipality Khanapur Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

23.56

4903

115534

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

200.22

258

51668.77

... More
Adilabad Municipality Khanapur Tank;MS Railing on Bund on water side

1

-

-

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Side walls

163.8

5320

871481.52

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTHFor Drain Base slab

70.2

5030

353119.34

... More
Adilabad Municipality Khanapur Tank;Providing M10 grade concrete for plain/reinforced concrete in open foundations using 20 mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and flooring bed.

64.35

4903

315560.82

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-1 - In ordinary soils by Mechanical means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by mechanical means. For structures upto 3m depth below GL by Mechanical Means

664.95

124

82500.35

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-4 II iii: Providing P.C.C grade M 15 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) for structures ,mechanically mixed, placed and compacted by vibration including centering, shuttering, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Chute Drains

19.89

5030

100050.48

... More
Adilabad Municipality Khanapur Tank;IRR-DAW-6-15 : Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts

5233.8

195

1025458.43

... More
Adilabad Municipality Khanapur Tank;IRR-CAW-5-6 : Providing and constructing dry rubble rock-toe using uncoursed rubble stone and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

214.11

1359

291133.93

... More
Adilabad Municipality Khanapur Tank;IRR-CAW-5-11 : Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter criteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

1719.9

1730

2976665.33

... More
Adilabad Municipality Khanapur Tank;IRR-CAW-8-10 : Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar, finishing etc.,complete

5233.8

707

3701552.71

... More
Adilabad Municipality Khanapur Tank;IRR-CAW-5-5 - Providing and laying sand blanket on slopes of embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts

785.07

1353

1062639.35

... More
Adilabad Municipality Khanapur Tank;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.

810.98

258

209281.5

... More
Adilabad Municipality Khanapur Tank;IRR-DAW-5-5 : Providing casing embankment using semi-pervious soil available from approved borrow areas (private land) for 5 Kms lead, in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

11934

196

2349327.24

... More
Adilabad Municipality Khanapur Tank;Strengthening and Widening of Bund, Stone Pitching, Rock toe and filter media, Chute & Toe Drains

1

-

-



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