Public Health And Municipal Engineering Department Tender
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Public Health And Municipal Engineering Department - PHMED Tender
Civil And Construction
Water Storage And Supply
Opening Date29 Jan 2025
Closing Date13 Feb 2025
Tender Amount₹ 93,32,42,347
Costs
EMD
₹ 93,32,423Document Cost
Refer DocumentsTender Fee
₹ 29,500
Summary
Rejuvenation Of Water Body Projects In 45 Ulbs (50 Projects) Under Amrut 2.0 Special Tranche In The Jurisdiction Of
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
572964Tender No
17/SE/PH/WGL/RWBP/AMRUT 2.0/Spl. Tranche/2024-25/1246, Dt: 23.01.2025Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
... More
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
... More
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
... More
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
... 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.
878.44
152
134137.79
... 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
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
... More
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
... 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.
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
... More
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
... 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 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
... More
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
... More
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
... More
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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