Public Health And Municipal Engineering Department Tender
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EMD
₹ 39,11,010Document Cost
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Description
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Contact
Tender Id
584232Tender No
21/TUFIDC/UNIT-II/AMRUT-2.0/RWBP/NLG/2024-25/Recall,Dt:21.03.2025Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
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Documents
BOQ Items
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Yadagirigutta Nalla Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
2013
799
1609554.54
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Yadagirigutta 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. For Behind Rock toe For Below Rock toe
330.75
2016
666887.92
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Yadagirigutta 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.For chute drain
41.18
1320
54383.96
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Yadagirigutta 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.Slant area of D/s side of bund
2013
214
431567.07
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Yadagirigutta 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 MeansFor Toe Drain on land side
127.88
124
15866.07
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
15.6
5288
82502
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
21.66
5462
118321.65
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
31.5
5777
182001.33
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Yadagirigutta 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.For railing Footings
39.12
258
10095.31
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
4.6
5288
24327.51
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Yadagirigutta Nalla Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
21.45
6353
136277.64
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Yadagirigutta Nalla Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
1501.5
88
132867.74
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Yadagirigutta 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
6259.76
118
739653.24
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Yadagirigutta Nalla Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
79.5
175
13918.86
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Yadagirigutta 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.For MS Railing
188.61
152
28800.75
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Yadagirigutta 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. - for Pedastals (0.45x0.45m)
39.93
258
10304.34
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
2.73
5288
14437.85
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Yadagirigutta 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 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.M 15 grade concrete - For Pedastals
27.34
5462
149349.67
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Yadagirigutta 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 .
378
598
226327.5
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Yadagirigutta 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
1705
118
201462.8
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Yadagirigutta Nalla Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
645
660
425764.5
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Yadagirigutta 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
34
7
270.3
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Yadagirigutta 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
540
15
8591.4
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Yadagirigutta 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.
72.23
152
11029.52
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Yadagirigutta 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.Major DrainDiversion Drainby Machinery
96.04
124
11915.68
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Yadagirigutta 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.by Manual
24.01
258
6196.02
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Yadagirigutta Nalla Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
9.75
1407
13724.49
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Yadagirigutta 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 chargeFor drains
300
66
20097
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Yadagirigutta 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 officersFor Drains
50
209
10455
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6Major DrainDiversion Drain
6.5
5288
34375.84
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Yadagirigutta Nalla Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
13
6353
82592.51
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Yadagirigutta Nalla Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
10153
203072.2
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Yadagirigutta Nalla Cheruvu;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 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
0.67
9344
6260.93
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Yadagirigutta 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)For Drain (Base Slab, Side wall)
2356.9
88
208562.08
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Yadagirigutta 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.
7
221
1550.85
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Yadagirigutta 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.For Coarse screen 2m x 2m sizeFor Fine screen 1.5m x 2m size
344.1
706
243172.03
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Yadagirigutta 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.30 % of Earthwork Excavation
36.02
71
2557.42
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
321.61
124
39902.15
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Yadagirigutta 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
16.93
258
4368.96
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Yadagirigutta 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 officersUp to 1.50m
1060
209
221646
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Yadagirigutta Nalla Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
50.35
1407
70874.67
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Yadagirigutta 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
530.1
66
35511.4
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Yadagirigutta Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
50.35
5288
266280.51
... More
Yadagirigutta Nalla 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 Foundation Base Slab
40.28
5904
237842.93
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Yadagirigutta Nalla 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 RCC Walls
79.5
6245
496510.1
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Yadagirigutta Nalla Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
2.76
6719
18546.7
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Yadagirigutta Nalla Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
5862.2
88
518746.08
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Yadagirigutta Nalla Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
2.78
1722
4788.66
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Yadagirigutta Nalla Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
2.25
568
1278.09
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Yadagirigutta Nalla Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
2
862
1725.94
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Yadagirigutta Nalla Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
1.5
2361
3542.39
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Yadagirigutta 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.Qty of Earth Work excavation @50% (Ref. item No.2)
169.27
71
12018.17
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Yadagirigutta 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.Dismatling existing drain structure
8.53
72
618.43
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Yadagirigutta 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.Greenary area
225
2
573.75
... More
Yadagirigutta Nalla Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
90
953
85772.7
... More
Yadagirigutta 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.On top of bund
94.5
756
71488.31
... More
Yadagirigutta Nalla Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
300
129
38937
... More
Yadagirigutta Nalla Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Pochampally Pochempally Pedda Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
3772
196
742555.92
... More
Pochampally Pochempally 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
284.65
258
73456.78
... More
Pochampally Pochempally Pedda Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
274.91
2134
586811.89
... More
Pochampally Pochempally Pedda Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
1832.7
705
1292255.1
... More
Pochampally Pochempally 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 toe For Below Rock toe
452.03
1810
818350.59
... More
Pochampally Pochempally 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 chute drain
56.27
1046
58911.31
... More
Pochampally Pochempally 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.Slant area of D/s side of bund
1832.7
211
387707.69
... More
Pochampally Pochempally 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 on land side
174.76
124
21682.47
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
19.86
5010
99508.13
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
25.92
5193
134622.52
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
43.05
5493
236491.73
... More
Pochampally Pochempally 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.For railing Footings
52.93
258
13659.12
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
6.23
5010
31215.29
... More
Pochampally Pochempally Pedda Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
29.23
6064
177251.89
... More
Pochampally Pochempally Pedda Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
2046.1
88
181059.39
... More
Pochampally Pochempally 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
8553.5
118
1010681.56
... More
Pochampally Pochempally Pedda Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
108.65
175
19022.44
... More
Pochampally Pochempally 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.For MS Railing
257.71
152
39352.32
... More
Pochampally Pochempally 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. - for Pedastals (0.45x0.45m)
64.99
258
16771.32
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
4.45
5010
22296.64
... More
Pochampally Pochempally 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 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 M 15 grade concrete - For Pedastals
44.5
5193
231122.77
... More
Pochampally Pochempally 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
Pochampally Pochempally 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
Pochampally Pochempally Pedda Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1050
660
693105
... More
Pochampally Pochempally 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
7
437.25
... More
Pochampally Pochempally 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
Pochampally Pochempally 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
Pochampally Pochempally 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.Major DrainDiversion Drain
14.52
124
1801.5
... More
Pochampally Pochempally 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.by Manual
3.63
258
936.76
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
3.83
1169
4479.72
... More
Pochampally Pochempally 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 chargeFor drains
300
66
20097
... More
Pochampally Pochempally 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 officersFor Drains
50
209
10455
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
2.55
5010
12776.72
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
3.83
6064
23225.27
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Side wallsSide walls - 150 mm thick WallMajor DrainSide walls - 150 mm thick WallDiversion Drain
3.38
6413
21678.98
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Side wallsWeir wall
0.03
6413
192.42
... More
Pochampally Pochempally 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 (Base Slab, Side wall)For Drain (Top Slab)
434.4
88
38440.06
... More
Pochampally Pochempally Pedda 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.
2
221
443.1
... More
Pochampally Pochempally Pedda 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 0.45m x 0.45m sizeFor Fine screen 0.3m x 0.45m size
22.3
706
15759.19
... More
Pochampally Pochempally 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.30 % of Earthwork Excavation
5.45
71
386.95
... More
Pochampally Pochempally 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.Major DrainDiversion Drainby Machinery
24.47
124
3035.99
... More
Pochampally Pochempally 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.by Manual
6.12
258
1579.33
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
4.95
1169
5789.72
... More
Pochampally Pochempally 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 chargeFor drains
300
66
20097
... More
Pochampally Pochempally 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 officersFor Drains
50
209
10455
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
3.3
5010
16534.58
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
4.95
6064
30017
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Side wallsSide walls - 150 mm thick WallMajor DrainSide walls - 150 mm thick WallDiversion Drain
5.63
6413
36110.26
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Side wallsWeir wall
0.09
6413
577.25
... More
Pochampally Pochempally 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 (Base Slab, Side wall)For Drain (Top Slab)
640.2
88
56651.3
... More
Pochampally Pochempally Pedda 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
Pochampally Pochempally Pedda 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 0.75m x 0.75m sizeFor Fine screen 0.6m x 0.75m size
54.7
706
38655.94
... More
Pochampally Pochempally 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.30 % of Earthwork Excavation
9.18
71
651.78
... More
Pochampally Pochempally 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.Major DrainDiversion Drainby Machinery
229.81
124
28512.53
... More
Pochampally Pochempally 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.by Manual
57.45
258
14825.55
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
24.38
1169
28515.82
... More
Pochampally Pochempally 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 chargeFor drains
300
66
20097
... More
Pochampally Pochempally 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 officersFor Drains
50
209
10455
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
16.25
5010
81420.3
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
32.5
6064
197081.3
... More
Pochampally Pochempally Pedda Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9875
197510.2
... More
Pochampally Pochempally Pedda Cheruvu;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 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
2.16
9066
19583.79
... More
Pochampally Pochempally 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 (Base Slab, Side wall)
3826.2
88
338580.44
... More
Pochampally Pochempally Pedda 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.
7
221
1550.85
... More
Pochampally Pochempally Pedda 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 3m x 2m sizeFor Fine screen 3m x 2m size
601.6
706
425144.7
... More
Pochampally Pochempally 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.30 % of Earthwork Excavation
86.18
71
6118.78
... More
Pochampally Pochempally 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.Major DrainDiversion Drainby Machinery
284.69
124
35321.49
... More
Pochampally Pochempally 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.by Manual
71.17
258
18366.13
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
30.38
1169
35533.66
... More
Pochampally Pochempally 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 chargeFor drains
300
66
20097
... More
Pochampally Pochempally 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 officersFor Drains
50
209
10455
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
20.25
5010
101462.22
... More
Pochampally Pochempally Pedda Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
40.5
6064
245593.62
... More
Pochampally Pochempally Pedda Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9875
197510.2
... More
Pochampally Pochempally Pedda Cheruvu;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 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
2.83
9066
25658.39
... More
Pochampally Pochempally 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 (Base Slab, Side wall)
4433.1
88
392285.02
... More
Pochampally Pochempally Pedda 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.
7
221
1550.85
... More
Pochampally Pochempally Pedda 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 3m x 2m sizeFor Fine screen 3m x 2m size
601.6
706
425144.7
... More
Pochampally Pochempally 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.30 % of Earthwork Excavation
106.76
71
7579.96
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
275.72
124
34208.58
... More
Pochampally Pochempally 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
14.51
258
3744.45
... More
Pochampally Pochempally 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 officersUp to 1.50m
1234
209
258029.4
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
55.53
1169
64950.11
... More
Pochampally Pochempally 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
617.1
66
41339.53
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
55.53
5010
278231.95
... More
Pochampally Pochempally 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 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 Foundation Base Slab
33.32
5615
187108.79
... More
Pochampally Pochempally 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 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 RCC Walls
83.3
5939
494759.52
... More
Pochampally Pochempally Pedda Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
2.96
6413
18985.14
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
5793.8
88
512693.36
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
3.33
1722
5736.06
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
2.7
568
1533.71
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
2.4
862
2071.13
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
1.8
2361
4250.86
... More
Pochampally Pochempally 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.Qty of Earth Work excavation @50% (Ref. item No.2)
145.12
71
10303.17
... More
Pochampally Pochempally 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.Dismatling existing drain structure
10.23
72
741.68
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
141.66
124
17575.76
... More
Pochampally Pochempally 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
7.46
258
1925.13
... More
Pochampally Pochempally 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 officersUp to 1.50m
634
209
132569.4
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
28.53
1169
33369.83
... More
Pochampally Pochempally 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
317.1
66
21242.53
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
28.53
5010
142948.99
... More
Pochampally Pochempally 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 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 Foundation Base Slab
17.12
5615
96137.53
... More
Pochampally Pochempally 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 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 RCC Walls
42.8
5939
254210.17
... More
Pochampally Pochempally Pedda Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
1.52
6413
9749.13
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
2976.8
88
263417.03
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
1.67
1722
2876.64
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
1.35
568
766.85
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
1.2
862
1035.56
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
0.9
2361
2125.43
... More
Pochampally Pochempally 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.Qty of Earth Work excavation @50% (Ref. item No.2)
74.56
71
5293.76
... More
Pochampally Pochempally 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.Dismatling existing drain structure
5.12
72
371.2
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
419.43
124
52038.68
... More
Pochampally Pochempally 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
22.08
258
5697.96
... More
Pochampally Pochempally 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 officersUp to 1.50m
1280
209
267648
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
67.2
1169
78599.81
... More
Pochampally Pochempally 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
639.9
66
42866.9
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
67.2
5010
336704.26
... More
Pochampally Pochempally 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 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 Foundation Base Slab
53.76
5615
301889.82
... More
Pochampally Pochempally 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 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 RCC Walls
115.2
5939
684229.25
... More
Pochampally Pochempally Pedda Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
3.84
6413
24629.38
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
8294.4
88
733971.46
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
3.33
1722
5736.06
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
2.7
568
1533.71
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
2.4
862
2071.13
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
1.8
2361
4250.86
... More
Pochampally Pochempally 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.Qty of Earth Work excavation @50% (Ref. item No.2)
220.75
71
15673.61
... More
Pochampally Pochempally 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.Dismatling existing drain structure
10.23
72
741.68
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
939.78
124
116598.5
... More
Pochampally Pochempally 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
49.46
258
12763.65
... More
Pochampally Pochempally 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 officersUp to 1.50m
2868
209
599698.8
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
150.57
1169
176112.69
... More
Pochampally Pochempally 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
1434
66
96063.66
... More
Pochampally Pochempally Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
150.57
5010
754427.97
... More
Pochampally Pochempally 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 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 Foundation Base Slab
120.46
5615
676444.33
... More
Pochampally Pochempally 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 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 RCC Walls
258.12
5939
1533101.16
... More
Pochampally Pochempally Pedda Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
8.6
6413
55159.54
... More
Pochampally Pochempally Pedda Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
18584.4
88
1644533.56
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
7.77
1722
13384.14
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
6.3
568
3578.65
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
5.6
862
4832.63
... More
Pochampally Pochempally Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
4.2
2361
9918.68
... More
Pochampally Pochempally 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.Qty of Earth Work excavation @50% (Ref. item No.2)
494.62
71
35118.02
... More
Pochampally Pochempally 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.Dismatling existing drain structure
23.87
72
1730.58
... More
Pochampally Pochempally 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.Greenary area
307.5
2
784.13
... More
Pochampally Pochempally Pedda Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
123
953
117222.69
... More
Pochampally Pochempally 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.On top of bund
129.15
756
97700.68
... More
Pochampally Pochempally Pedda Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
410
129
53213.9
... More
Pochampally Pochempally Pedda Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Choutuppal Tallasingaram Oora Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
6642
196
1307544.12
... More
Choutuppal Tallasingaram 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
639.59
258
165052.6
... More
Choutuppal Tallasingaram Oora Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
619
1081
669491.83
... More
Choutuppal Tallasingaram Oora Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
4126.65
726
2998630.22
... More
Choutuppal Tallasingaram 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 toe For Below Rock toe
1356.08
1458
1978208.82
... More
Choutuppal Tallasingaram 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 chute drain
168.82
1063
179614.35
... More
Choutuppal Tallasingaram 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 lifts.Slant area of D/s side of bund
4126.65
190
786085.56
... More
Choutuppal Tallasingaram 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 on land side
524.29
124
65048.66
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
56.98
4536
258496.61
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
71.16
4668
332183.42
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
129.15
4937
637670.38
... More
Choutuppal Tallasingaram 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.For railing Footings
158.03
258
40781.22
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
18.59
4536
84335.77
... More
Choutuppal Tallasingaram Oora Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
87.57
5571
487873.49
... More
Choutuppal Tallasingaram Oora Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
6129.9
88
542434.85
... More
Choutuppal Tallasingaram 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
25607.76
118
3025812.92
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
325.95
175
57067.33
... More
Choutuppal Tallasingaram 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.For MS Railing
771.72
152
117841.64
... More
Choutuppal Tallasingaram 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. - for Pedastals (0.45x0.45m)
76.97
258
19862.88
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
5.27
4536
23907.99
... More
Choutuppal Tallasingaram 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 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 M 15 grade concrete - For Pedastals
52.7
4668
246009.92
... More
Choutuppal Tallasingaram 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
Choutuppal Tallasingaram 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
Choutuppal Tallasingaram Oora Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1245
660
821824.5
... More
Choutuppal Tallasingaram 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
7
516.75
... More
Choutuppal Tallasingaram 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
Choutuppal Tallasingaram 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
Choutuppal Tallasingaram 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.Major DrainDiversion Drainby Machinery
600.25
124
74473.02
... More
Choutuppal Tallasingaram 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.by Manual
150.06
258
38724.48
... More
Choutuppal Tallasingaram Oora Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
64.88
1169
75886.24
... More
Choutuppal Tallasingaram 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 chargeFor drains
300
66
20097
... More
Choutuppal Tallasingaram 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 officersFor Drains
50
209
10455
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
43.25
4536
196208.82
... More
Choutuppal Tallasingaram Oora Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
86.5
5571
481912.26
... More
Choutuppal Tallasingaram Oora Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9401
188033
... More
Choutuppal Tallasingaram Oora Cheruvu;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 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
6.65
8592
57141.52
... More
Choutuppal Tallasingaram 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)For Drain (Base Slab, Side wall)
7920.5
88
700885.05
... More
Choutuppal Tallasingaram 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.
7
221
1550.85
... More
Choutuppal Tallasingaram 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 3m x 2m sizeFor Fine screen 3m x 2m size
601.6
706
425144.7
... More
Choutuppal Tallasingaram 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.30 % of Earthwork Excavation
225.09
71
15981.39
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
735.68
124
91275.82
... More
Choutuppal Tallasingaram 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
38.72
258
9992.08
... More
Choutuppal Tallasingaram 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 officersUp to 1.50m
850
209
177735
... More
Choutuppal Tallasingaram Oora Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
68
1169
79535.52
... More
Choutuppal Tallasingaram 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
425.1
66
28477.45
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
68
4536
308490.16
... More
Choutuppal Tallasingaram Oora 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 Foundation Base Slab
115.6
5122
592185.28
... More
Choutuppal Tallasingaram Oora 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 RCC Walls
165.75
5418
898073.28
... More
Choutuppal Tallasingaram Oora Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
4.42
5892
26045.51
... More
Choutuppal Tallasingaram Oora Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
13353.5
88
1181651.22
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
2.22
1722
3824.04
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
1.8
568
1022.47
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
1.6
862
1380.75
... More
Choutuppal Tallasingaram Oora Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
1.2
2361
2833.91
... More
Choutuppal Tallasingaram 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.Qty of Earth Work excavation @50% (Ref. item No.2)
387.2
71
27491.2
... More
Choutuppal Tallasingaram 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.Dismatling existing drain structure
6.82
72
494.45
... More
Choutuppal Tallasingaram 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.Greenary area
922.5
2
2352.38
... More
Choutuppal Tallasingaram Oora Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
369
953
351668.07
... More
Choutuppal Tallasingaram 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.On top of bund
387.45
756
293102.05
... More
Choutuppal Tallasingaram Oora Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1230
129
159641.7
... More
Choutuppal Tallasingaram Oora Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Alair Pedda Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
5926.4
196
1166671.1
... More
Alair 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
641.68
258
165591.94
... More
Alair Pedda Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
620.88
2134
1325305.61
... More
Alair Pedda Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
4139.22
733
3034710.54
... More
Alair 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 toe For Below Rock toe
2041.83
1866
3812055.77
... More
Alair 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 chute drain
254.19
1144
290968.75
... More
Alair 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.Slant area of D/s side of bund
4139.22
211
875651.99
... More
Alair 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 on land side
789.42
124
97943.34
... More
Alair Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
82.7
5086
420694.07
... More
Alair Pedda Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
99.31
5264
522817.5
... More
Alair Pedda Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
194.46
5568
1082794.12
... More
Alair 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.For railing Footings
237.81
258
61369.25
... More
Alair Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
27.98
5086
142333.98
... More
Alair Pedda Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
131.84
6143
809974.86
... More
Alair Pedda Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
9228.8
88
816656.51
... More
Alair 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
38542.77
118
4554213.7
... More
Alair Pedda Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
490.78
175
85925.76
... More
Alair 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.For MS Railing
1161.58
152
177373.27
... More
Alair 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. - for Pedastals (0.45x0.45m)
69.65
258
17973.88
... More
Alair Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
4.77
5086
24264.94
... More
Alair 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 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 M 15 grade concrete - For Pedastals
47.69
5264
251064.01
... More
Alair 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 .
659.4
598
394815.75
... More
Alair 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
2974
118
351407.84
... More
Alair Pedda Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1128
660
744592.8
... More
Alair 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
59
7
469.05
... More
Alair 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
942
15
14987.22
... More
Alair 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.
125.99
152
19238.67
... More
Alair 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.Greenary area
1389
2
3541.95
... More
Alair Pedda Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
555.6
953
529503.47
... More
Alair 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.On top of bund
583.38
756
441321.14
... More
Alair Pedda Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1852
129
240371.08
... More
Alair Pedda Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Bhongir Raigiri Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
21280
196
4189180.8
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
969.99
258
250315.62
... More
Bhongir Raigiri Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
939
2915
2737720.23
... More
Bhongir Raigiri Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
6260
803
5032789.6
... More
Bhongir Raigiri 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 toe For Below Rock toe
882
2093
1846740.42
... More
Bhongir Raigiri 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 chute drain
109.8
1086
119246.09
... More
Bhongir Raigiri 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.Slant area of D/s side of bund
6260
227
1422084.2
... More
Bhongir Raigiri 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 on land side
341
124
42307.87
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
42.39
5392
228588.92
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
59.79
5611
335536.7
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
84
5935
498597.12
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
102.79
258
26525.99
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
12.09
5392
65195.57
... More
Bhongir Raigiri Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
56.96
6461
368039.07
... More
Bhongir Raigiri Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
3987.2
88
352827.33
... More
Bhongir Raigiri 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
16667.18
118
1969393.99
... More
Bhongir Raigiri Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
212
175
37116.96
... More
Bhongir Raigiri 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.For MS Railing
502.24
152
76692.05
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
81.63
258
21065.44
... More
Bhongir Raigiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
5.59
5392
30144.19
... More
Bhongir Raigiri 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 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 M 15 grade concrete - For Pedastals
55.89
5611
313650.21
... More
Bhongir Raigiri 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 .
772.8
598
462714
... More
Bhongir Raigiri 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
3485
118
411787.6
... More
Bhongir Raigiri Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1320
660
871332
... More
Bhongir Raigiri 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
69
7
548.55
... More
Bhongir Raigiri 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
1104
15
17564.64
... More
Bhongir Raigiri 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.
147.66
152
22547.68
... More
Bhongir Raigiri 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.Greenary area
600
2
1530
... More
Bhongir Raigiri Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
240
953
228727.2
... More
Bhongir Raigiri 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.On top of bund
252
756
190635.48
... More
Bhongir Raigiri Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
800
129
103832
... More
Bhongir Raigiri Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Tirumalagiri Trumalagiri Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
5320
196
1047295.2
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
484.84
258
125117.81
... More
Tirumalagiri Trumalagiri Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
469.35
928
435819.64
... More
Tirumalagiri Trumalagiri Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
3129
547
1712689.44
... More
Tirumalagiri Trumalagiri 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 toe For Below Rock toe
1543.5
1577
2434840.38
... More
Tirumalagiri Trumalagiri 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 chute drain
192.15
1017
195453.06
... More
Tirumalagiri Trumalagiri 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.Slant area of D/s side of bund
3129
187
586468.47
... More
Tirumalagiri Trumalagiri 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 on land side
596.75
124
74038.77
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
62.44
4697
293298.16
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
74.89
4803
359763.32
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
147
5081
746912.88
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
179.51
258
46324.35
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
21.12
4697
99206.55
... More
Tirumalagiri Trumalagiri Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
99.62
5738
571651.44
... More
Tirumalagiri Trumalagiri Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
6973.4
88
617076.17
... More
Tirumalagiri Trumalagiri 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
29149.76
118
3444335.64
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
371
175
64954.68
... More
Tirumalagiri Trumalagiri 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.For MS Railing
878.44
152
134137.79
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
120
258
30967.2
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
8.22
4697
38611.64
... More
Tirumalagiri Trumalagiri 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 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 M 15 grade concrete - For Pedastals
82.16
4803
394687.6
... More
Tirumalagiri Trumalagiri 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 .
1136.1
598
680239.88
... More
Tirumalagiri Trumalagiri 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
5123
118
605333.68
... More
Tirumalagiri Trumalagiri Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1945.5
660
1284224.55
... More
Tirumalagiri Trumalagiri 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
101
7
802.95
... More
Tirumalagiri Trumalagiri 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
1623
15
25821.93
... More
Tirumalagiri Trumalagiri 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.
217.08
152
33148.12
... More
Tirumalagiri Trumalagiri 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.Major DrainDiversion Drainby Machinery
62.79
124
7790.36
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.by Manual
15.7
258
4051.54
... More
Tirumalagiri Trumalagiri Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
7.88
1424
11226.16
... More
Tirumalagiri Trumalagiri 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 chargeFor drains
300
66
20097
... More
Tirumalagiri Trumalagiri 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 officersFor Drains
50
209
10455
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
5.25
4697
24660.72
... More
Tirumalagiri Trumalagiri Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
10.5
5738
60252.36
... More
Tirumalagiri Trumalagiri Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
15
9562
143434.5
... More
Tirumalagiri Trumalagiri Cheruvu;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 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
0.38
8753
3326.28
... More
Tirumalagiri Trumalagiri 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 (Base Slab, Side wall)
1811.6
88
160308.48
... More
Tirumalagiri Trumalagiri 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
Tirumalagiri Trumalagiri 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 1.5m x 1.5m sizeFor Fine screen 1m x 1.5m size
180.8
706
127769.55
... More
Tirumalagiri Trumalagiri 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.30 % of Earthwork Excavation
23.55
71
1672.05
... More
Tirumalagiri Trumalagiri 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.Major DrainDiversion Drainby Machinery
96.04
124
11915.68
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.by Manual
24.01
258
6196.02
... More
Tirumalagiri Trumalagiri Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
9.75
1424
13890.24
... More
Tirumalagiri Trumalagiri 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 chargeFor drains
300
66
20097
... More
Tirumalagiri Trumalagiri 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 officersFor Drains
50
209
10455
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
6.5
4697
30532.32
... More
Tirumalagiri Trumalagiri Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
13
5738
74598.16
... More
Tirumalagiri Trumalagiri Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9562
191246
... More
Tirumalagiri Trumalagiri Cheruvu;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 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
0.67
8753
5864.76
... More
Tirumalagiri Trumalagiri 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 (Base Slab, Side wall)
2356.9
88
208562.08
... More
Tirumalagiri Trumalagiri 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.
7
221
1550.85
... More
Tirumalagiri Trumalagiri 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 2m x 2m sizeFor Fine screen 1.5m x 2m size
344.1
706
243172.03
... More
Tirumalagiri Trumalagiri 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.30 % of Earthwork Excavation
36.02
71
2557.42
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
452.85
124
56185.1
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
23.83
258
6149.57
... More
Tirumalagiri Trumalagiri 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 officersUp to 1.50m
1382
209
288976.2
... More
Tirumalagiri Trumalagiri Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
72.56
1424
103371.88
... More
Tirumalagiri Trumalagiri 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
690.9
66
46283.39
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
72.56
4697
340834.64
... More
Tirumalagiri Trumalagiri 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 Foundation Base Slab
58.04
5289
307018.83
... More
Tirumalagiri Trumalagiri 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 RCC Walls
124.38
5594
695901.12
... More
Tirumalagiri Trumalagiri Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
4.15
6069
25187.89
... More
Tirumalagiri Trumalagiri Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
8955.6
88
792481.04
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
3.89
1722
6700.68
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
3.15
568
1789.33
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
2.8
862
2416.32
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
2.1
2361
4959.34
... More
Tirumalagiri Trumalagiri 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.Qty of Earth Work excavation @50% (Ref. item No.2)
238.34
71
16922.14
... More
Tirumalagiri Trumalagiri 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.Dismatling existing drain structure
11.94
72
865.65
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
211.02
124
26181.25
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
11.11
258
2867.05
... More
Tirumalagiri Trumalagiri 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 officersUp to 1.50m
644
209
134660.4
... More
Tirumalagiri Trumalagiri Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
33.81
1424
48167.08
... More
Tirumalagiri Trumalagiri 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
321.9
66
21564.08
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
33.81
4697
158815.04
... More
Tirumalagiri Trumalagiri 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 Foundation Base Slab
27.05
5289
143088.55
... More
Tirumalagiri Trumalagiri 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 RCC Walls
57.96
5594
324283.88
... More
Tirumalagiri Trumalagiri Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
1.93
6069
11713.88
... More
Tirumalagiri Trumalagiri Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
4173
88
369268.77
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
1.67
1722
2876.64
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
1.35
568
766.85
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
1.2
862
1035.56
... More
Tirumalagiri Trumalagiri Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
0.9
2361
2125.43
... More
Tirumalagiri Trumalagiri 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.Qty of Earth Work excavation @50% (Ref. item No.2)
111.06
71
7885.62
... More
Tirumalagiri Trumalagiri 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.Dismatling existing drain structure
5.12
72
371.2
... More
Tirumalagiri Trumalagiri 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.Greenary area
1050
2
2677.5
... More
Tirumalagiri Trumalagiri Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
420
953
400272.6
... More
Tirumalagiri Trumalagiri 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.On top of bund
441
756
333612.09
... More
Tirumalagiri Trumalagiri Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1400
129
181706
... More
Tirumalagiri Trumalagiri Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Neredcharla Nereducharla Lake;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
9601.2
196
1890092.23
... More
Neredcharla Nereducharla 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
924.67
258
238620.34
... More
Neredcharla Nereducharla Lake;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
894.78
1098
982978.46
... More
Neredcharla Nereducharla Lake;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
5965.19
543
3245003.71
... More
Neredcharla Nereducharla 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 toe For Below Rock toe
1960.25
1373
2693148.27
... More
Neredcharla Nereducharla 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 chute drain
244.03
890
217316.04
... More
Neredcharla Nereducharla 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.Slant area of D/s side of bund
5965.19
190
1138337.21
... More
Neredcharla Nereducharla 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 on land side
757.87
124
94028.93
... More
Neredcharla Nereducharla Lake;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
82.4
4421
364362.09
... More
Neredcharla Nereducharla Lake;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
102.96
4563
469852.81
... More
Neredcharla Nereducharla Lake;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
186.69
4826
901102.22
... More
Neredcharla Nereducharla 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.For railing Footings
227.84
258
58796.39
... More
Neredcharla Nereducharla Lake;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
26.8
4421
118506.12
... More
Neredcharla Nereducharla Lake;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
126.5
5451
689665.35
... More
Neredcharla Nereducharla Lake;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
8855
88
783578.95
... More
Neredcharla Nereducharla 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
37013.79
118
4373549.43
... More
Neredcharla Nereducharla Lake;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
471.17
175
82492.44
... More
Neredcharla Nereducharla 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.For MS Railing
1115.44
152
170327.69
... More
Neredcharla Nereducharla 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. - for Pedastals (0.45x0.45m)
99.59
258
25700.2
... More
Neredcharla Nereducharla Lake;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
6.82
4421
30157.15
... More
Neredcharla Nereducharla 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 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 M 15 grade concrete - For Pedastals
68.19
4563
311181.66
... More
Neredcharla Nereducharla 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 .
942.9
598
564561.38
... More
Neredcharla Nereducharla 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
4252
118
502416.32
... More
Neredcharla Nereducharla Lake;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1612.5
660
1064411.25
... More
Neredcharla Nereducharla 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
84
7
667.8
... More
Neredcharla Nereducharla 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
1347
15
21430.77
... More
Neredcharla Nereducharla 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.
180.16
152
27510.43
... More
Neredcharla Nereducharla 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.Greenary area
1333.5
2
3400.43
... More
Neredcharla Nereducharla Lake;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
533.4
953
508346.2
... More
Neredcharla Nereducharla 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.On top of bund
560.07
756
423687.35
... More
Neredcharla Nereducharla Lake;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1778
129
230766.62
... More
Neredcharla Nereducharla Lake;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Huzurnagar Oora Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
4525.2
196
890830.87
... More
Huzurnagar 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
435.67
258
112429
... More
Huzurnagar Oora Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
421.72
1495
630711.78
... More
Huzurnagar Oora Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
2811.49
582
1638873.75
... More
Huzurnagar 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 toe For Below Rock toe
923.9
1495
1381350.61
... More
Huzurnagar 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 chute drain
115.02
870
100181.27
... More
Huzurnagar 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 lifts.Slant area of D/s side of bund
2811.49
198
558839.87
... More
Huzurnagar 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 on land side
357.2
124
44317.8
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
38.8
4585
177906.92
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
48.42
4747
229872.5
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
87.99
5021
441830.35
... More
Huzurnagar 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.For railing Footings
108.16
258
27911.77
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
12.73
4585
58369.98
... More
Huzurnagar Oora Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
59.75
5621
335901.36
... More
Huzurnagar Oora Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
4182.5
88
370109.43
... More
Huzurnagar 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
17447.21
118
2061562.33
... More
Huzurnagar Oora Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
222.07
175
38880.02
... More
Huzurnagar 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.For MS Railing
525.8
152
80289.66
... More
Huzurnagar 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. - for Pedastals (0.45x0.45m)
95.16
258
24556.99
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
6.52
4585
29895.7
... More
Huzurnagar 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 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 M 15 grade concrete - For Pedastals
65.15
4747
309297.67
... More
Huzurnagar 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 .
900.9
598
539413.88
... More
Huzurnagar 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
4063
118
480084.08
... More
Huzurnagar Oora Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1540.5
660
1016884.05
... More
Huzurnagar 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
80
7
636
... More
Huzurnagar 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
1287
15
20476.17
... More
Huzurnagar 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.
172.14
152
26285.78
... More
Huzurnagar 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.Major DrainDiversion Drainby Machinery
62.79
124
7790.36
... More
Huzurnagar 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.by Manual
15.7
258
4051.54
... More
Huzurnagar Oora Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
7.88
1016
8011.12
... More
Huzurnagar 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 chargeFor drains
300
66
20097
... More
Huzurnagar 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 officersFor Drains
50
209
10455
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
5.25
4585
24072.46
... More
Huzurnagar Oora Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
10.5
5621
59028.69
... More
Huzurnagar Oora Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
15
9450
141753.9
... More
Huzurnagar Oora Cheruvu;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 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
0.38
8641
3283.7
... More
Huzurnagar 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)For Drain (Base Slab, Side wall)
1811.6
88
160308.48
... More
Huzurnagar 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
Huzurnagar 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 1.5m x 1.5m sizeFor Fine screen 1m x 1.5m size
180.8
706
127769.55
... More
Huzurnagar 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.30 % of Earthwork Excavation
23.55
71
1672.05
... More
Huzurnagar 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.Major DrainDiversion Drainby Machinery
298.41
124
37023.73
... More
Huzurnagar 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.by Manual
74.6
258
19251.28
... More
Huzurnagar Oora Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
31.88
1016
32410.48
... More
Huzurnagar 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 chargeFor drains
300
66
20097
... More
Huzurnagar 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 officersFor Drains
50
209
10455
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6Major DrainDiversion Drain
21.25
4585
97436.14
... More
Huzurnagar Oora Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
42.5
5621
238925.65
... More
Huzurnagar Oora Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9450
189005.2
... More
Huzurnagar Oora Cheruvu;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 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
2.99
8641
25837.55
... More
Huzurnagar 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)For Drain (Base Slab, Side wall)
4584.3
88
405664.71
... More
Huzurnagar 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.
7
221
1550.85
... More
Huzurnagar 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 3m x 2m sizeFor Fine screen 3m x 2m size
601.6
706
425144.7
... More
Huzurnagar 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.30 % of Earthwork Excavation
111.9
71
7944.9
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
237.74
124
29496.4
... More
Huzurnagar 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
12.51
258
3228.33
... More
Huzurnagar 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 officersUp to 1.50m
1064
209
222482.4
... More
Huzurnagar Oora Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
47.88
1016
48676.72
... More
Huzurnagar 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
531.9
66
35631.98
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
47.88
4585
219540.81
... More
Huzurnagar Oora 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 Foundation Base Slab
28.73
5173
148627.47
... More
Huzurnagar Oora 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 RCC Walls
71.82
5471
392978.21
... More
Huzurnagar Oora Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
2.55
5946
15162.61
... More
Huzurnagar Oora Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
4995.2
88
442025.25
... More
Huzurnagar Oora Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
2.78
1722
4788.66
... More
Huzurnagar Oora Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
2.25
568
1278.09
... More
Huzurnagar Oora Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
2
862
1725.94
... More
Huzurnagar Oora Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
1.5
2361
3542.39
... More
Huzurnagar 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.Qty of Earth Work excavation @50% (Ref. item No.2)
125.12
71
8883.88
... More
Huzurnagar 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.Dismatling existing drain structure
8.53
72
618.43
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
361.97
124
44909.62
... More
Huzurnagar 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
19.05
258
4916.04
... More
Huzurnagar 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 officersUp to 1.50m
1620
209
338742
... More
Huzurnagar Oora Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
72.9
1016
74113.06
... More
Huzurnagar 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
810
66
54261.9
... More
Huzurnagar Oora Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
72.9
4585
334263.27
... More
Huzurnagar Oora 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 Foundation Base Slab
43.74
5173
226277.96
... More
Huzurnagar Oora 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 RCC Walls
109.35
5471
598331.49
... More
Huzurnagar Oora Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
3.89
5946
23130.41
... More
Huzurnagar Oora Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
7606.1
88
673063.79
... More
Huzurnagar Oora Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
4.44
1722
7648.08
... More
Huzurnagar Oora Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
3.6
568
2044.94
... More
Huzurnagar Oora Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
3.2
862
2761.5
... More
Huzurnagar Oora Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
2.4
2361
5667.82
... More
Huzurnagar 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.Qty of Earth Work excavation @50% (Ref. item No.2)
190.51
71
13526.21
... More
Huzurnagar 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.Dismatling existing drain structure
13.64
72
988.9
... More
Huzurnagar 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.Greenary area
628.5
2
1602.68
... More
Huzurnagar Oora Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
251.4
953
239591.74
... More
Huzurnagar 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.On top of bund
263.97
756
199690.67
... More
Huzurnagar Oora Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
838
129
108764.02
... More
Huzurnagar Oora Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Kodada Kodad Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
13760
196
2708793.6
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
554.41
258
143071.04
... More
Kodada Kodad Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
536.7
1893
1016064.34
... More
Kodada Kodad Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
3578
655
2345701.02
... More
Kodada Kodad 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 toe For Below Rock toe
441
1684
742864.5
... More
Kodada Kodad 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 chute drain
54.9
968
53183.83
... More
Kodada Kodad 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.Slant area of D/s side of bund
3578
206
739644.16
... More
Kodada Kodad 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 on land side
170.5
124
21153.94
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
21.87
4840
105865.23
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
31.6
5016
158527.4
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
42
5306
222857.04
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
52.16
258
13460.41
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
6.14
4840
29721.65
... More
Kodada Kodad Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
28.6
5887
168380.5
... More
Kodada Kodad Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
2002
88
177156.98
... More
Kodada Kodad 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
8334.93
118
984855.33
... More
Kodada Kodad Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
106
175
18558.48
... More
Kodada Kodad 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.For MS Railing
251.17
152
38353.66
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
28.39
258
7326.32
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
1.94
4840
9390.88
... More
Kodada Kodad 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 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 M 15 grade concrete - For Pedastals
19.44
5016
97524.45
... More
Kodada Kodad 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
Kodada Kodad 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
Kodada Kodad Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
457.5
660
301995.75
... More
Kodada Kodad 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
Kodada Kodad 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
Kodada Kodad 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
152
7842.67
... More
Kodada Kodad 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.Major DrainDiversion Drain
19.18
124
2379.66
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.by Manual
4.8
258
1238.69
... More
Kodada Kodad Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
4.39
1101
4836.24
... More
Kodada Kodad 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 chargeFor drains
300
66
20097
... More
Kodada Kodad 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 officersFor Drains
50
209
10455
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
2.93
4840
14183.13
... More
Kodada Kodad Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
4.39
5887
25845.82
... More
Kodada Kodad Cheruvu;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 M 25 grade concrete for Side wallsSide walls - 150 mm thick WallMajor DrainSide walls - 150 mm thick WallDiversion Drain
4.5
6227
28021.91
... More
Kodada Kodad Cheruvu;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 M 25 grade concrete for Side wallsWeir wall
0.06
6227
373.63
... More
Kodada Kodad 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 (Base Slab, Side wall)For Drain (Top Slab)
537
88
47519.13
... More
Kodada Kodad 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.
2
221
443.1
... More
Kodada Kodad 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 0.6m x 0.6m sizeFor Fine screen 0.45m x 0.6m size
36.8
706
26006.19
... More
Kodada Kodad 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.30 % of Earthwork Excavation
7.19
71
510.49
... More
Kodada Kodad 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.Major DrainDiversion Drainby Machinery
24.47
124
3035.99
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.by Manual
6.12
258
1579.33
... More
Kodada Kodad Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
4.95
1101
5453.17
... More
Kodada Kodad 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 chargeFor drains
300
66
20097
... More
Kodada Kodad 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 officersFor Drains
50
209
10455
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
3.3
4840
15974.18
... More
Kodada Kodad Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
4.95
5887
29142.78
... More
Kodada Kodad Cheruvu;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 M 25 grade concrete for Side wallsSide walls - 150 mm thick WallMajor DrainSide walls - 150 mm thick WallDiversion Drain
5.63
6227
35058.52
... More
Kodada Kodad Cheruvu;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 M 25 grade concrete for Side wallsWeir wall
0.09
6227
560.44
... More
Kodada Kodad 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 (Base Slab, Side wall)For Drain (Top Slab)
640.2
88
56651.3
... More
Kodada Kodad 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
Kodada Kodad 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 0.75m x 0.75m sizeFor Fine screen 0.6m x 0.75m size
54.7
706
38655.94
... More
Kodada Kodad 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.30 % of Earthwork Excavation
9.18
71
651.78
... More
Kodada Kodad 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.Major DrainDiversion Drainby Machinery
62.79
124
7790.36
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.by Manual
15.7
258
4051.54
... More
Kodada Kodad Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
7.88
1101
8681
... More
Kodada Kodad 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 chargeFor drains
300
66
20097
... More
Kodada Kodad 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 officersFor Drains
50
209
10455
... More
Kodada Kodad Cheruvu;Providing 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.Major DrainDiversion Drain
5.25
4840
25413.47
... More
Kodada Kodad Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
10.5
5887
61818.02
... More
Kodada Kodad Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
15
9705
145585.35
... More
Kodada Kodad Cheruvu;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 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
0.38
8896
3380.77
... More
Kodada Kodad 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 (Base Slab, Side wall)
1811.6
88
160308.48
... More
Kodada Kodad 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
Kodada Kodad 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 1.5m x 1.5m sizeFor Fine screen 1m x 1.5m size
180.8
706
127769.55
... More
Kodada Kodad 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.30 % of Earthwork Excavation
23.55
71
1672.05
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
440.18
124
54613.13
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
23.17
258
5979.25
... More
Kodada Kodad 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 officersUp to 1.50m
1970
209
411927
... More
Kodada Kodad Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
88.65
1101
97661.27
... More
Kodada Kodad 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
984.9
66
65978.45
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
88.65
4840
429124.51
... More
Kodada Kodad 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 Foundation Base Slab
53.19
5438
289295.09
... More
Kodada Kodad 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 RCC Walls
132.98
5752
764991.39
... More
Kodada Kodad Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
4.73
6227
29454.14
... More
Kodada Kodad Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
9249.6
88
818497.1
... More
Kodada Kodad Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
5.55
1722
9560.1
... More
Kodada Kodad Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
4.5
568
2556.18
... More
Kodada Kodad Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
4
862
3451.88
... More
Kodada Kodad Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
3
2361
7084.77
... More
Kodada Kodad 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.Qty of Earth Work excavation @50% (Ref. item No.2)
231.68
71
16448.93
... More
Kodada Kodad 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.Dismatling existing drain structure
17.05
72
1236.13
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
730.07
124
90579.78
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
38.42
258
9914.67
... More
Kodada Kodad 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 officersUp to 1.50m
2228
209
465874.8
... More
Kodada Kodad Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
116.97
1101
128860
... More
Kodada Kodad 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
1113.9
66
74620.16
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
116.97
4840
566212
... More
Kodada Kodad 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 Foundation Base Slab
93.58
5438
508972.26
... More
Kodada Kodad 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 RCC Walls
200.52
5752
1153527.39
... More
Kodada Kodad Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
6.68
6227
41596.96
... More
Kodada Kodad Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
14437.2
88
1277547.83
... More
Kodada Kodad Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
6.11
1722
10524.72
... More
Kodada Kodad Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
4.95
568
2811.8
... More
Kodada Kodad Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
4.4
862
3797.07
... More
Kodada Kodad Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
3.3
2361
7793.25
... More
Kodada Kodad 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.Qty of Earth Work excavation @50% (Ref. item No.2)
384.25
71
27281.4
... More
Kodada Kodad 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.Dismatling existing drain structure
18.76
72
1360.1
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
549.84
124
68218.65
... More
Kodada Kodad Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
28.94
258
7468.26
... More
Kodada Kodad 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 officersUp to 1.50m
1678
209
350869.8
... More
Kodada Kodad Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
88.1
1101
97055.37
... More
Kodada Kodad 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
839.1
66
56211.31
... More
Kodada Kodad Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
88.1
4840
426462.15
... More
Kodada Kodad 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 Foundation Base Slab
70.48
5438
383333.67
... More
Kodada Kodad 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 RCC Walls
151.02
5752
868769.73
... More
Kodada Kodad Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
5.03
6227
31322.26
... More
Kodada Kodad Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
10873.2
88
962169.47
... More
Kodada Kodad Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
4.44
1722
7648.08
... More
Kodada Kodad Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
3.6
568
2044.94
... More
Kodada Kodad Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
3.2
862
2761.5
... More
Kodada Kodad Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
2.4
2361
5667.82
... More
Kodada Kodad 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.Qty of Earth Work excavation @50% (Ref. item No.2)
289.39
71
20546.69
... More
Kodada Kodad 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.Dismatling existing drain structure
13.64
72
988.9
... More
Kodada Kodad 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.Greenary area
300
2
765
... More
Kodada Kodad Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
120
953
114363.6
... More
Kodada Kodad 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.On top of bund
126
756
95317.74
... More
Kodada Kodad Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
400
129
51916
... More
Kodada Kodad Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Suryapet Pullareddy Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
12604
196
2481223.44
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
949.57
258
245046.03
... More
Suryapet Pullareddy Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
918.59
1381
1269463.82
... More
Suryapet Pullareddy Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
6123.9
687
4213181.96
... More
Suryapet Pullareddy 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 toe For Below Rock toe
1510.43
1694
2560058.02
... More
Suryapet Pullareddy 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 chute drain
188.03
1281
240967.97
... More
Suryapet Pullareddy 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.Slant area of D/s side of bund
6123.9
196
1203346.35
... More
Suryapet Pullareddy 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 on land side
583.96
124
72451.92
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
65.9
4855
319971.52
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
85.43
4987
426107.75
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
143.85
5275
758887.87
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
175.67
258
45333.4
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
20.67
4855
100361.32
... More
Suryapet Pullareddy Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
97.49
5902
575461.05
... More
Suryapet Pullareddy Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
6824.3
88
603882.31
... More
Suryapet Pullareddy 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
28525.63
118
3370588.44
... More
Suryapet Pullareddy Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
363.05
175
63562.79
... More
Suryapet Pullareddy 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.For MS Railing
859.63
152
131265.5
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
102.92
258
26559.54
... More
Suryapet Pullareddy Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
7.05
4855
34230.64
... More
Suryapet Pullareddy 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 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 M 15 grade concrete - For Pedastals
70.47
4987
351490.27
... More
Suryapet Pullareddy 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 .
974.4
598
583422
... More
Suryapet Pullareddy 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
4394
118
519195.04
... More
Suryapet Pullareddy Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1668
660
1101046.8
... More
Suryapet Pullareddy 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
87
7
691.65
... More
Suryapet Pullareddy 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
1392
15
22146.72
... More
Suryapet Pullareddy 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.
186.18
152
28429.69
... More
Suryapet Pullareddy 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.Greenary area
1027.5
2
2620.13
... More
Suryapet Pullareddy Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
411
953
391695.33
... More
Suryapet Pullareddy 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.On top of bund
431.55
756
326463.26
... More
Suryapet Pullareddy Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1370
129
177812.3
... More
Suryapet Pullareddy Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Suryapet Nalla Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
7533.75
196
1483094.03
... More
Suryapet 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
637.54
258
164523.57
... More
Suryapet Nalla Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
616.61
1381
852136.52
... More
Suryapet Nalla Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
4110.75
687
2828154.89
... More
Suryapet 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. For Behind Rock toe For Below Rock toe
1157.63
1694
1962090.24
... More
Suryapet 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.For chute drain
144.11
1281
184682.73
... More
Suryapet 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.Slant area of D/s side of bund
4110.75
196
807762.38
... More
Suryapet 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 MeansFor Toe Drain on land side
447.56
124
55528.77
... More
Suryapet Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
49.65
4855
241071.11
... More
Suryapet Nalla Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
63.32
4987
315827.5
... More
Suryapet Nalla Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
110.25
5275
581629.39
... More
Suryapet 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.For railing Footings
135.01
258
34840.68
... More
Suryapet Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
15.88
4855
77103.91
... More
Suryapet Nalla Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
74.78
5902
441409.14
... More
Suryapet Nalla Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
5234.6
88
463209.75
... More
Suryapet 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
21862.98
118
2583329.72
... More
Suryapet Nalla Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
278.25
175
48716.01
... More
Suryapet 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.For MS Railing
658.86
152
100607.92
... More
Suryapet 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. - for Pedastals (0.45x0.45m)
322.29
258
83170.16
... More
Suryapet Nalla Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
22.07
4855
107158.9
... More
Suryapet 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 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 M 15 grade concrete - For Pedastals
220.67
4987
1100657.83
... More
Suryapet 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 .
3051.3
598
1826965.88
... More
Suryapet 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
13760
118
1625881.6
... More
Suryapet Nalla Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
5227.5
660
3450672.75
... More
Suryapet 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
272
7
2162.4
... More
Suryapet 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
4359
15
69351.69
... More
Suryapet 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.
583.02
152
89027.15
... More
Suryapet 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.Greenary area
787.5
2
2008.13
... More
Suryapet Nalla Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
315
953
300204.45
... More
Suryapet 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.On top of bund
330.75
756
250209.07
... More
Suryapet Nalla Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1050
129
136279.5
... More
Suryapet Nalla Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Nakrekal Kalavonikunta;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
6615
196
1302228.9
... More
Nakrekal Kalavonikunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
546.35
258
140991.08
... More
Nakrekal Kalavonikunta;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
528.41
1495
790274.14
... More
Nakrekal Kalavonikunta;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
3522.75
599
2112769.31
... More
Nakrekal Kalavonikunta;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 toe For Below Rock toe
1157.63
1495
1730807.34
... More
Nakrekal Kalavonikunta;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 chute drain
144.11
921
132867.98
... More
Nakrekal Kalavonikunta;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.Slant area of D/s side of bund
3522.75
198
700217.02
... More
Nakrekal Kalavonikunta;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 on land side
447.56
124
55528.77
... More
Nakrekal Kalavonikunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
48.75
4585
223529.96
... More
Nakrekal Kalavonikunta;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
61.02
4747
289690.62
... More
Nakrekal Kalavonikunta;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
110.25
5021
553606.04
... More
Nakrekal Kalavonikunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
135.01
258
34840.68
... More
Nakrekal Kalavonikunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
15.88
4585
72813.45
... More
Nakrekal Kalavonikunta;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
74.78
5621
420396.71
... More
Nakrekal Kalavonikunta;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
5234.6
88
463209.75
... More
Nakrekal Kalavonikunta;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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
21862.98
118
2583329.72
... More
Nakrekal Kalavonikunta;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
278.25
175
48716.01
... More
Nakrekal Kalavonikunta;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.For MS Railing
658.86
152
100607.92
... More
Nakrekal Kalavonikunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
77.41
258
19976.42
... More
Nakrekal Kalavonikunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
5.3
4585
24301.72
... More
Nakrekal Kalavonikunta;RBR-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 M 15 grade concrete - For Pedastals
53
4747
251615.91
... More
Nakrekal Kalavonikunta;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
Nakrekal Kalavonikunta;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
Nakrekal Kalavonikunta;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1252.5
660
826775.25
... More
Nakrekal Kalavonikunta;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
7
516.75
... More
Nakrekal Kalavonikunta;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
Nakrekal Kalavonikunta;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
Nakrekal Kalavonikunta;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.Greenary area
787.5
2
2008.13
... More
Nakrekal Kalavonikunta;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
315
953
300204.45
... More
Nakrekal Kalavonikunta;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.On top of bund
330.75
756
250209.07
... More
Nakrekal Kalavonikunta;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1050
129
136279.5
... More
Nakrekal Kalavonikunta;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Haliya Ramasamudram Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
7668
196
1509522.48
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
738.53
258
190585.05
... More
Haliya Ramasamudram Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
714.62
1234
882241.27
... More
Haliya Ramasamudram Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
4764.1
717
3417384.21
... More
Haliya Ramasamudram 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 toe For Below Rock toe
1565.55
1738
2721332.94
... More
Haliya Ramasamudram 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 chute drain
194.9
1441
280924.96
... More
Haliya Ramasamudram 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.Slant area of D/s side of bund
4764.1
193
922091.56
... More
Haliya Ramasamudram 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 on land side
605.28
124
75097.09
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
65.83
4914
323500.47
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
82.26
5029
413756.28
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
149.1
5320
793219.46
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
182.58
258
47116.59
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
21.48
4914
105556.59
... More
Haliya Ramasamudram Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
101.12
5963
603068.56
... More
Haliya Ramasamudram Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
7078.4
88
626367.62
... More
Haliya Ramasamudram 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
29555.32
118
3492256.61
... More
Haliya Ramasamudram Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
376.3
175
65882.6
... More
Haliya Ramasamudram 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.For MS Railing
890.71
152
136011.42
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
183.22
258
47281.75
... More
Haliya Ramasamudram Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
12.54
4914
61623.82
... More
Haliya Ramasamudram 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 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 M 15 grade concrete - For Pedastals
125.45
5029
630995.94
... More
Haliya Ramasamudram 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 .
1734.6
598
1038591.75
... More
Haliya Ramasamudram 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
7822
118
924247.52
... More
Haliya Ramasamudram Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
2970
660
1960497
... More
Haliya Ramasamudram 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
155
7
1232.25
... More
Haliya Ramasamudram 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
2478
15
39424.98
... More
Haliya Ramasamudram 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.
331.43
152
50609.36
... More
Haliya Ramasamudram 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.Greenary area
1065
2
2715.75
... More
Haliya Ramasamudram Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
426
953
405990.78
... More
Haliya Ramasamudram 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.On top of bund
447.3
756
338377.98
... More
Haliya Ramasamudram Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1420
129
184301.8
... More
Haliya Ramasamudram Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Devarakonda Tulchamakunta;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
1520
196
299227.2
... More
Devarakonda Tulchamakunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
138.53
258
35749.05
... More
Devarakonda Tulchamakunta;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
134.1
1098
147318.24
... More
Devarakonda Tulchamakunta;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
894
942
842487.72
... More
Devarakonda Tulchamakunta;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 toe For Below Rock toe
441
2322
1024341.57
... More
Devarakonda Tulchamakunta;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 chute drain
54.9
1751
96165.59
... More
Devarakonda Tulchamakunta;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.Slant area of D/s side of bund
894
217
194713.2
... More
Devarakonda Tulchamakunta;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 on land side
170.5
124
21153.94
... More
Devarakonda Tulchamakunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
17.84
5702
101734.03
... More
Devarakonda Tulchamakunta;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
21.4
5859
125394.8
... More
Devarakonda Tulchamakunta;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
42
6197
260300.04
... More
Devarakonda Tulchamakunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
52.16
258
13460.41
... More
Devarakonda Tulchamakunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
6.14
5702
35013.84
... More
Devarakonda Tulchamakunta;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
28.6
6783
194017.54
... More
Devarakonda Tulchamakunta;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
2002
88
177156.98
... More
Devarakonda Tulchamakunta;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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
8334.93
118
984855.33
... More
Devarakonda Tulchamakunta;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
106
175
18558.48
... More
Devarakonda Tulchamakunta;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.For MS Railing
251.17
152
38353.66
... More
Devarakonda Tulchamakunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
25.29
258
6526.34
... More
Devarakonda Tulchamakunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
1.73
5702
9865.46
... More
Devarakonda Tulchamakunta;RBR-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 M 15 grade concrete - For Pedastals
17.31
5859
101429.16
... More
Devarakonda Tulchamakunta;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 .
239.4
598
143340.75
... More
Devarakonda Tulchamakunta;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
1080
118
127612.8
... More
Devarakonda Tulchamakunta;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
408
660
269320.8
... More
Devarakonda Tulchamakunta;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
21
7
166.95
... More
Devarakonda Tulchamakunta;Supply and Fixing G.I.Nuts, Bolts and Washers each set including cost & conveyance of material & labour charges etc. complete ELEC-9.4.21
342
15
5441.22
... More
Devarakonda Tulchamakunta;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.
45.74
152
6984.5
... More
Devarakonda Tulchamakunta;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.Major DrainDiversion Drainby Machinery
96.04
124
11915.68
... More
Devarakonda Tulchamakunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.by Manual
24.01
258
6196.02
... More
Devarakonda Tulchamakunta;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
9.75
1782
17378.79
... More
Devarakonda Tulchamakunta;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 chargeFor drains
300
66
20097
... More
Devarakonda Tulchamakunta;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 officersFor Drains
50
209
10455
... More
Devarakonda Tulchamakunta;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6Major DrainDiversion Drain
6.5
5702
37066.77
... More
Devarakonda Tulchamakunta;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
13
6783
88189.79
... More
Devarakonda Tulchamakunta;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
10567
211352
... More
Devarakonda Tulchamakunta;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 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
0.67
9758
6538.31
... More
Devarakonda Tulchamakunta;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 (Base Slab, Side wall)
2356.9
88
208562.08
... More
Devarakonda Tulchamakunta;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.
7
221
1550.85
... More
Devarakonda Tulchamakunta;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 2m x 2m sizeFor Fine screen 1.5m x 2m size
344.1
706
243172.03
... More
Devarakonda Tulchamakunta;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.30 % of Earthwork Excavation
36.02
71
2557.42
... More
Devarakonda Tulchamakunta;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
131.07
124
16261.85
... More
Devarakonda Tulchamakunta;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
6.9
258
1780.61
... More
Devarakonda Tulchamakunta;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 officersUp to 1.50m
400
209
83640
... More
Devarakonda Tulchamakunta;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
21
1782
37431.24
... More
Devarakonda Tulchamakunta;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
Devarakonda Tulchamakunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
21
5702
119754.18
... More
Devarakonda Tulchamakunta;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 Foundation Base Slab
16.8
6335
106433.04
... More
Devarakonda Tulchamakunta;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 RCC Walls
36
6700
241228.44
... More
Devarakonda Tulchamakunta;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 MORTHfor Road Crossing Culvert top slabs
1.2
7175
8610.24
... More
Devarakonda Tulchamakunta;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
2592
88
229366.08
... More
Devarakonda Tulchamakunta;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
1.11
1722
1912.02
... More
Devarakonda Tulchamakunta;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
0.9
568
511.24
... More
Devarakonda Tulchamakunta;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
0.8
862
690.38
... More
Devarakonda Tulchamakunta;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
0.6
2361
1416.95
... More
Devarakonda Tulchamakunta;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.Qty of Earth Work excavation @50% (Ref. item No.2)
68.98
71
4897.94
... More
Devarakonda Tulchamakunta;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.Dismatling existing drain structure
3.41
72
247.23
... More
Devarakonda Tulchamakunta;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.Greenary area
300
2
765
... More
Devarakonda Tulchamakunta;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
120
953
114363.6
... More
Devarakonda Tulchamakunta;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.On top of bund
126
756
95317.74
... More
Devarakonda Tulchamakunta;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
400
129
51916
... More
Devarakonda Tulchamakunta;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
5396
196
1062256.56
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
491.99
258
126962.94
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
476.06
996
474422.35
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
3173.7
798
2533882.08
... More
Chandur Shagana Kunta/Chinnakunta 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 toe For Below Rock toe
1565.55
1876
2937410.15
... More
Chandur Shagana Kunta/Chinnakunta 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 chute drain
194.9
1816
354129.4
... More
Chandur Shagana Kunta/Chinnakunta 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.Slant area of D/s side of bund
3173.7
188
599162.82
... More
Chandur Shagana Kunta/Chinnakunta 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 on land side
605.28
124
75097.09
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
63.41
5101
323455.68
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
76.13
5182
394565.8
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
149.1
5481
817336.38
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
182.58
258
47116.59
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
21.48
5101
109569.91
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
101.12
6158
622718.2
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
7078.4
88
626367.62
... More
Chandur Shagana Kunta/Chinnakunta 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
29555.32
118
3492256.61
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
376.3
175
65882.6
... More
Chandur Shagana Kunta/Chinnakunta 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.For MS Railing
890.71
152
136011.42
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
107.36
258
27705.32
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
7.35
5101
37492.5
... More
Chandur Shagana Kunta/Chinnakunta 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 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 M 15 grade concrete - For Pedastals
73.51
5182
380986.89
... More
Chandur Shagana Kunta/Chinnakunta 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
Chandur Shagana Kunta/Chinnakunta 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
Chandur Shagana Kunta/Chinnakunta Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
1740
660
1148574
... More
Chandur Shagana Kunta/Chinnakunta 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
91
7
723.45
... More
Chandur Shagana Kunta/Chinnakunta 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
Chandur Shagana Kunta/Chinnakunta 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
Chandur Shagana Kunta/Chinnakunta 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.Major DrainDiversion Drainby Machinery
24.47
124
3035.99
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.by Manual
6.12
258
1579.33
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
4.95
1839
9104.29
... More
Chandur Shagana Kunta/Chinnakunta 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 chargeFor drains
300
66
20097
... More
Chandur Shagana Kunta/Chinnakunta 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 officersFor Drains
50
209
10455
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.Major DrainDiversion Drain
3.3
5101
16833.37
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
4.95
6158
30483.14
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;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 M 25 grade concrete for Side wallsSide walls - 150 mm thick WallMajor DrainSide walls - 150 mm thick WallDiversion Drain
5.63
6513
36670.95
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;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 M 25 grade concrete for Side wallsWeir wall
0.09
6513
586.21
... More
Chandur Shagana Kunta/Chinnakunta 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 (Base Slab, Side wall)For Drain (Top Slab)
640.2
88
56651.3
... More
Chandur Shagana Kunta/Chinnakunta 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
Chandur Shagana Kunta/Chinnakunta 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 0.75m x 0.75m sizeFor Fine screen 0.6m x 0.75m size
54.68
706
38641.81
... More
Chandur Shagana Kunta/Chinnakunta 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.30 % of Earthwork Excavation
9.18
71
651.78
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
247.57
124
30716.01
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
13.03
258
3362.52
... More
Chandur Shagana Kunta/Chinnakunta 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 officersUp to 1.50m
1108
209
231682.8
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
49.86
1839
91705.01
... More
Chandur Shagana Kunta/Chinnakunta 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
554.1
66
37119.16
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
49.86
5101
254336.86
... More
Chandur Shagana Kunta/Chinnakunta 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 Foundation Base Slab
29.92
5709
170833.63
... More
Chandur Shagana Kunta/Chinnakunta 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 RCC Walls
74.79
6039
451662.79
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
2.66
6513
17325.88
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
5202.3
88
460351.53
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
3.33
1722
5736.06
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
2.7
568
1533.71
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
2.4
862
2071.13
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
1.8
2361
4250.86
... More
Chandur Shagana Kunta/Chinnakunta 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.Qty of Earth Work excavation @50% (Ref. item No.2)
130.3
71
9251.3
... More
Chandur Shagana Kunta/Chinnakunta 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.Dismatling existing drain structure
10.23
72
741.68
... More
Chandur Shagana Kunta/Chinnakunta 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.Greenary area
1065
2
2715.75
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
426
953
405990.78
... More
Chandur Shagana Kunta/Chinnakunta 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.On top of bund
447.3
756
338377.98
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1420
129
184301.8
... More
Chandur Shagana Kunta/Chinnakunta Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Chityala Bummari Kunta;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
4662
196
917761.32
... More
Chityala Bummari 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
385.03
258
99360.84
... More
Chityala Bummari 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.For water side levelling of embankment
372.41
1566
583406.33
... More
Chityala Bummari Kunta;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
2482.7
749
1861751.9
... More
Chityala Bummari 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. For Behind Rock toe For Below Rock toe
815.85
1839
1500894.77
... More
Chityala Bummari 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.For chute drain
101.57
1425
144743.34
... More
Chityala Bummari 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.Slant area of D/s side of bund
2482.7
200
497011.71
... More
Chityala Bummari 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 MeansFor Toe Drain on land side
315.43
124
39135.4
... More
Chityala Bummari Kunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
34.35
5050
173494.98
... More
Chityala Bummari Kunta;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
42.99
5183
222851.13
... More
Chityala Bummari Kunta;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
77.7
5482
426018.22
... More
Chityala Bummari 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.For railing Footings
95.12
258
24546.67
... More
Chityala Bummari Kunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
11.19
5050
56518.45
... More
Chityala Bummari 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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
52.7
6105
321785.15
... More
Chityala Bummari Kunta;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
3689
88
326439.61
... More
Chityala Bummari 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
15418.92
118
1821899.59
... More
Chityala Bummari Kunta;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
196.1
175
34333.19
... More
Chityala Bummari 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.For MS Railing
464.62
152
70947.47
... More
Chityala Bummari 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. - for Pedastals (0.45x0.45m)
46.36
258
11963.66
... More
Chityala Bummari Kunta;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
3.17
5050
16011.04
... More
Chityala Bummari 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 M 15 grade concrete - For Pedastals
31.74
5183
164533.49
... More
Chityala Bummari 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 .
438.9
598
262791.38
... More
Chityala Bummari 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
1980
118
233956.8
... More
Chityala Bummari Kunta;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
747
660
493094.7
... More
Chityala Bummari 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
39
7
310.05
... More
Chityala Bummari 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
627
15
9975.57
... More
Chityala Bummari 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.
83.86
152
12805.42
... More
Chityala Bummari 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.Major DrainDiversion Drainby Machinery
96.04
124
11915.68
... More
Chityala Bummari 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.by Manual
24.01
258
6196.02
... More
Chityala Bummari Kunta;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
9.75
1498
14609.89
... More
Chityala Bummari 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 chargeFor drains
300
66
20097
... More
Chityala Bummari 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 officersFor Drains
50
209
10455
... More
Chityala Bummari Kunta;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6Major DrainDiversion Drain
6.5
5050
32830.2
... More
Chityala Bummari 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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
13
6105
79377.74
... More
Chityala Bummari 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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9915
198316.6
... More
Chityala Bummari 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 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
0.67
9106
6101.62
... More
Chityala Bummari 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)For Drain (Base Slab, Side wall)
2356.9
88
208562.08
... More
Chityala Bummari Kunta;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.
7
221
1550.85
... More
Chityala Bummari Kunta;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 2m x 2m sizeFor Fine screen 1.5m x 2m size
344.1
706
243172.03
... More
Chityala Bummari 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.30 % of Earthwork Excavation
36.02
71
2557.42
... More
Chityala Bummari Kunta;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
1877.73
124
232969.96
... More
Chityala Bummari 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
98.83
258
25504.07
... More
Chityala Bummari 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 officersUp to 1.50m
3140
209
656574
... More
Chityala Bummari Kunta;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
211.95
1498
317596.48
... More
Chityala Bummari 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
1569.9
66
105167.6
... More
Chityala Bummari Kunta;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6CC Bed for RCC Drain
211.95
5050
1070517.06
... More
Chityala Bummari 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 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 Foundation Base Slab
296.73
5657
1678735.14
... More
Chityala Bummari 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 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 RCC Walls
494.55
5983
2959308.07
... More
Chityala Bummari 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 MORTHfor Road Crossing Culvert top slabs
13.19
6458
85184.32
... More
Chityala Bummari Kunta;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
37915.7
88
3355160.29
... More
Chityala Bummari Kunta;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
8.88
1722
15296.16
... More
Chityala Bummari Kunta;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
7.2
568
4089.89
... More
Chityala Bummari Kunta;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
6.4
862
5523.01
... More
Chityala Bummari Kunta;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
4.8
2361
11335.63
... More
Chityala Bummari 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.Qty of Earth Work excavation @50% (Ref. item No.2)
988.28
71
70167.88
... More
Chityala Bummari 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.Dismatling existing drain structure
27.28
72
1977.8
... More
Chityala Bummari 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.Greenary area
555
2
1415.25
... More
Chityala Bummari Kunta;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
222
953
211572.66
... More
Chityala Bummari 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.On top of bund
233.1
756
176337.82
... More
Chityala Bummari Kunta;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
740
129
96044.6
... More
Chityala Bummari Kunta;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Miryalaguda Pedda Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
2068.5
660
1365416.85
... More
Miryalaguda 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
108
7
858.6
... More
Miryalaguda 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
1728
15
27492.48
... More
Miryalaguda 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.
231.12
152
35292.02
... More
Miryalaguda 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.Major DrainDiversion Drainby Machinery
46.43
124
5760.57
... More
Miryalaguda 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.by Manual
11.61
258
2996.08
... More
Miryalaguda Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
6.79
1271
8634.44
... More
Miryalaguda 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 chargeFor drains
300
66
20097
... More
Miryalaguda 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 officersFor Drains
50
209
10455
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6Major DrainDiversion Drain
4.53
4814
21810.68
... More
Miryalaguda Pedda Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
9.05
5860
53037.16
... More
Miryalaguda Pedda Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
12
9679
116157
... More
Miryalaguda Pedda Cheruvu;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 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
0.24
8870
2128.99
... More
Miryalaguda 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 (Base Slab, Side wall)
1490.3
88
131876.65
... More
Miryalaguda Pedda 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
Miryalaguda Pedda 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 1.2m x 1.2m sizeFor Fine screen 0.75m x 1.2m size
117.3
706
82894.74
... More
Miryalaguda 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.30 % of Earthwork Excavation
17.41
71
1236.11
... More
Miryalaguda 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.Major DrainDiversion Drainby Machinery
159.5
124
19789.17
... More
Miryalaguda 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.by Manual
39.87
258
10288.85
... More
Miryalaguda Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
16.69
1271
21223.67
... More
Miryalaguda 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 chargeFor drains
300
66
20097
... More
Miryalaguda 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 officersFor Drains
50
209
10455
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6Major DrainDiversion Drain
11.13
4814
53587.83
... More
Miryalaguda Pedda Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
22.25
5860
130395.24
... More
Miryalaguda Pedda Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9679
193595
... More
Miryalaguda Pedda Cheruvu;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 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
1.33
8870
11798.18
... More
Miryalaguda 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 (Base Slab, Side wall)
3050.6
88
269947.59
... More
Miryalaguda Pedda 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.
7
221
1550.85
... More
Miryalaguda Pedda 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 2.75m x 2m sizeFor Fine screen 2.75m x 2m size
552.6
706
390516.89
... More
Miryalaguda 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.30 % of Earthwork Excavation
59.81
71
4246.51
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
545.91
124
67731.05
... More
Miryalaguda 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
28.73
258
7414.06
... More
Miryalaguda 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 officersUp to 1.50m
1666
209
348360.6
... More
Miryalaguda Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
87.47
1271
111230.35
... More
Miryalaguda 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
833.1
66
55809.37
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
87.47
4814
421143.56
... More
Miryalaguda 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 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 Foundation Base Slab
69.97
5411
378672.74
... More
Miryalaguda 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 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 RCC Walls
149.94
5724
858279.05
... More
Miryalaguda Pedda Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
5
6198
30992.8
... More
Miryalaguda Pedda Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
10795.8
88
955320.34
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
4.44
1722
7648.08
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
3.6
568
2044.94
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
3.2
862
2761.5
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
2.4
2361
5667.82
... More
Miryalaguda 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.Qty of Earth Work excavation @50% (Ref. item No.2)
287.32
71
20399.72
... More
Miryalaguda 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.Dismatling existing drain structure
13.64
72
988.9
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
1420.16
124
176199.25
... More
Miryalaguda 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 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
74.75
258
19289.99
... More
Miryalaguda 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 officersUp to 1.50m
4334
209
906239.4
... More
Miryalaguda Pedda Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
227.54
1271
289348.97
... More
Miryalaguda 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
2166.9
66
145160.63
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
227.54
4814
1095541.39
... More
Miryalaguda 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 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 Foundation Base Slab
182.03
5411
985133.62
... More
Miryalaguda 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 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 RCC Walls
390.06
5724
2232761.95
... More
Miryalaguda Pedda Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
13
6198
80581.28
... More
Miryalaguda Pedda Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
28084.2
88
2485170.86
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
12.21
1722
21032.21
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
9.9
568
5623.6
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
8.8
862
7594.14
... More
Miryalaguda Pedda Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
6.6
2361
15586.49
... More
Miryalaguda 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.Qty of Earth Work excavation @50% (Ref. item No.2)
747.46
71
53069.31
... More
Miryalaguda 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.Dismatling existing drain structure
37.51
72
2719.48
... More
Miryalaguda 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.Greenary area
180
2
459
... More
Miryalaguda Pedda Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
72
953
68618.16
... More
Miryalaguda 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.On top of bund
75.6
756
57190.64
... More
Miryalaguda Pedda Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
240
129
31149.6
... More
Miryalaguda Pedda Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Miryalaguda Pedda Cheruvu;IRR-DAW-5-4: Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
8256
196
1625276.16
... More
Miryalaguda 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.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
332.65
258
85843.66
... More
Miryalaguda Pedda Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
322.02
1013
326389.81
... More
Miryalaguda Pedda Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
2146.8
599
1287543.3
... More
Miryalaguda 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 toe For Below Rock toe
264.6
1664
440540.48
... More
Miryalaguda 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 chute drain
32.94
960
31630.31
... More
Miryalaguda 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.Slant area of D/s side of bund
2146.8
198
426719.44
... More
Miryalaguda 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 on land side
102.3
124
12692.36
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
13.12
4814
63169.13
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
18.96
4959
94034.77
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
25.2
5245
132193.15
... More
Miryalaguda 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.For railing Footings
31.45
258
8115.99
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
3.7
4814
17814.46
... More
Miryalaguda Pedda Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
17.18
5860
100682.7
... More
Miryalaguda Pedda Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
1202.6
88
106418.07
... More
Miryalaguda 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
5011.5
118
592158.84
... More
Miryalaguda Pedda Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
63.6
175
11135.09
... More
Miryalaguda 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.For MS Railing
150.99
152
23056.17
... More
Miryalaguda 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. - for Pedastals (0.45x0.45m)
127.76
258
32969.75
... More
Miryalaguda Pedda Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
8.75
4814
42128.8
... More
Miryalaguda 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 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 M 15 grade concrete - For Pedastals
87.48
4959
433869.31
... More
Miryalaguda 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 .
1209.6
598
724248
... More
Miryalaguda 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
5455
118
644562.8
... More
Miryalaguda Chinna 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
12320
118
1455731.2
... More
Miryalaguda Chinna 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 .
2732.1
598
1635844.88
... More
Miryalaguda Chinna 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 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 M 15 grade concrete - For Pedastals
197.59
4959
979975.27
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
19.76
4814
95138.87
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
288.58
258
74470.95
... More
Miryalaguda Chinna 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.For MS Railing
853.09
152
130266.84
... More
Miryalaguda Chinna Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
360.4
175
63098.83
... More
Miryalaguda Chinna 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
28307.06
118
3344762.21
... More
Miryalaguda Chinna Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
6780.2
88
599979.9
... More
Miryalaguda Chinna Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
96.86
5860
567644.16
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
20.58
4814
99086.94
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
174.9
258
45134.69
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
142.8
5245
749094.53
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
75.64
4959
375147.17
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
61.8
4814
297549.7
... More
Miryalaguda Chinna 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 on land side
579.7
124
71923.38
... More
Miryalaguda Chinna 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.Slant area of D/s side of bund
3801.2
198
755564.52
... More
Miryalaguda Chinna 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 chute drain
186.66
960
179238.4
... More
Miryalaguda Chinna 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 toe For Below Rock toe
1499.4
1664
2496396.04
... More
Miryalaguda Chinna Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
3801.2
599
2279769.7
... More
Miryalaguda Chinna Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
570.18
1013
577917.34
... More
Miryalaguda Chinna Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
589
258
151997.34
... More
Miryalaguda Chinna Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
5270
196
1037452.2
... More
Miryalaguda Chinna Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
4678.5
660
3088277.85
... More
Miryalaguda Chinna 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
244
7
1939.8
... More
Miryalaguda Chinna 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
3903
15
62096.73
... More
Miryalaguda Chinna 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.
522.03
152
79713.98
... More
Miryalaguda Chinna 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.Greenary area
1020
2
2601
... More
Miryalaguda Chinna Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
408
953
388836.24
... More
Miryalaguda Chinna 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.On top of bund
428.4
756
324080.32
... More
Miryalaguda Chinna Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1360
129
176514.4
... More
Miryalaguda Chinna Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Nalgonda Mothikunta Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Nalgonda Mothikunta Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
240
129
31149.6
... More
Nalgonda Mothikunta 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.On top of bund
75.6
756
57190.64
... More
Nalgonda Mothikunta Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
72
953
68618.16
... More
Nalgonda Mothikunta 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.Greenary area
180
2
459
... More
Nalgonda Mothikunta 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.Dismatling existing drain structure
3.41
72
247.23
... More
Nalgonda Mothikunta 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.Qty of Earth Work excavation @50% (Ref. item No.2)
44.22
71
3139.62
... More
Nalgonda Mothikunta Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)
0.6
2361
1416.95
... More
Nalgonda Mothikunta Cheruvu;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTHCement Concrete M15 & M20 (Manual means)
0.8
862
690.38
... More
Nalgonda Mothikunta Cheruvu;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.existing CRS walls
0.9
568
511.24
... More
Nalgonda Mothikunta Cheruvu;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH. Dismantling of existing CC road for the construction of Covered Drain
1.11
1722
1912.02
... More
Nalgonda Mothikunta Cheruvu;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 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 including on all materials etc., complete for finished item of work in all floors.( APSS No.126Reiforcement in BaseReinforcement of RCC Walls
1765
88
156184.85
... More
Nalgonda Mothikunta Cheruvu;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 MORTHfor Road Crossing Culvert top slabs
0.9
5959
5363.98
... More
Nalgonda Mothikunta 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 RCC Walls
25.38
5485
139223.77
... More
Nalgonda Mothikunta 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 Foundation Base Slab
10.15
5186
52641.45
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.CC Bed for RCC Drain
16.92
4597
77795.28
... More
Nalgonda Mothikunta 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
188.1
66
12600.82
... More
Nalgonda Mothikunta Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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)Below CC bed for RCC drain
16.92
1186
20077.95
... More
Nalgonda Mothikunta 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 officersUp to 1.50m
376
209
78621.6
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil 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 including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.10% of the Total Qty
4.42
258
1140.63
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out, c removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.in all types of soils for footings
84.02
124
10424.36
... More
Nalgonda Mothikunta 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.30 % of Earthwork Excavation
36.02
71
2557.42
... More
Nalgonda Mothikunta 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 2m x 2m sizeFor Fine screen 1.5m x 2m size
344.1
706
243172.03
... More
Nalgonda Mothikunta 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.
7
221
1550.85
... More
Nalgonda Mothikunta 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 (Base Slab, Side wall)
2356.9
88
208562.08
... More
Nalgonda Mothikunta Cheruvu;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 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
0.67
8653
5798.13
... More
Nalgonda Mothikunta Cheruvu;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 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 WallMajor DrainSide walls - 200 mm thick WallDiversion Drain
20
9462
189257.2
... More
Nalgonda Mothikunta Cheruvu;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 M 25 grade concrete for Base Slab(for bottom slab)Major DrainDiversion Drain
13
5634
73253.57
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Nominal mix 1:3:6Major DrainDiversion Drain
6.5
4597
29885.9
... More
Nalgonda Mothikunta 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 officersFor Drains
50
209
10455
... More
Nalgonda Mothikunta 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 chargeFor drains
300
66
20097
... More
Nalgonda Mothikunta Cheruvu;BLD-CSTN- 2-8 modified in 2022-23 : 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 Major DrainDiversion Drain
9.75
1186
11569.74
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means. For structures upto 3m depth below GL by Manual Means.by Manual
24.01
258
6196.02
... More
Nalgonda Mothikunta 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.Major DrainDiversion Drainby Machinery
96.04
124
11915.68
... More
Nalgonda Mothikunta 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.
31.3
152
4779.51
... More
Nalgonda Mothikunta 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
234
15
3722.94
... More
Nalgonda Mothikunta 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
15
7
119.25
... More
Nalgonda Mothikunta Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
277.5
660
183177.75
... More
Nalgonda Mothikunta 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
739
118
87320.24
... More
Nalgonda Mothikunta 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 .
163.8
598
98075.25
... More
Nalgonda Mothikunta 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 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 M 15 grade concrete - For Pedastals
11.85
4733
56088.18
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
1.18
4597
5425.44
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
17.3
258
4464.44
... More
Nalgonda Mothikunta 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.For MS Railing
150.99
152
23056.17
... More
Nalgonda Mothikunta Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
63.6
175
11135.09
... More
Nalgonda Mothikunta 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
5011.5
118
592158.84
... More
Nalgonda Mothikunta Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
1202.6
88
106418.07
... More
Nalgonda Mothikunta Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
17.18
5634
96807.41
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
3.7
4597
17011.97
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
31.45
258
8115.99
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
25.2
5006
126157.5
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
13.86
4733
65601.87
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
11.11
4597
51081.89
... More
Nalgonda Mothikunta 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 on land side
102.3
124
12692.36
... More
Nalgonda Mothikunta 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.Slant area of D/s side of bund
805.2
192
155025.16
... More
Nalgonda Mothikunta 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 chute drain
32.94
1066
35130.18
... More
Nalgonda Mothikunta 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 toe For Below Rock toe
264.6
1504
397995.44
... More
Nalgonda Mothikunta Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
805.2
604
486356.9
... More
Nalgonda Mothikunta Cheruvu;IRR-CAW-5-3 : Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
120.78
1183
142950.38
... More
Nalgonda Mothikunta Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
124.77
258
32198.15
... More
Nalgonda Mothikunta Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
1296
196
255130.56
... More
Nalgonda Vallabharao Cheruvu;Based on Item No.5.a of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.45x0.45x0.45m, 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 materialGreen fencing to avoid encroachments
1000
194
194070
... More
Nalgonda Vallabharao Cheruvu;Based on Item No.5.c of HMDA (FSR), Pg.31-Planting of individual shrub/rose/ornamental Bamboo: Digging the pits size 0.30x0.30x0.45m, 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 cxcluding the cost of the fertilizers (@20 gms/pit/sqmt) and plant materialShurbs as per Drawing - Around the Compound Wall ( Bougainvillea) 1No/Sqm
1400
129
181706
... More
Nalgonda Vallabharao 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.On top of bund
441
756
333612.09
... More
Nalgonda Vallabharao Cheruvu;Based on Item No.3.a of HMDA (FSR 2019-20), Pg.39- Hedge/shrub planting: Digging the trench of size 45cm 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 perticides etc., (A 20 gms/pit/sqmt) complete but excluding the cost of the fertilizers @ 20 gms/pit/sqmt) and plant materialNear toe on land side
420
953
400272.6
... More
Nalgonda Vallabharao 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.Greenary area
1050
2
2677.5
... More
Nalgonda Vallabharao 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.
239.55
152
36579.29
... More
Nalgonda Vallabharao 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
1791
15
28494.81
... More
Nalgonda Vallabharao 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
112
7
890.4
... More
Nalgonda Vallabharao Cheruvu;Supply & Fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge TBSC-E.II-04
2146.5
660
1416904.65
... More
Nalgonda Vallabharao 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
5654
118
668076.64
... More
Nalgonda Vallabharao 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 .
1253.7
598
750652.88
... More
Nalgonda Vallabharao 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 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 M 15 grade concrete - For Pedastals
90.67
4733
429157.43
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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. - P.C.C for Footing
9.07
4597
41702.32
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means. - for Pedastals (0.45x0.45m)
132.42
258
34172.31
... More
Nalgonda Vallabharao 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.For MS Railing
878.44
152
134137.79
... More
Nalgonda Vallabharao Cheruvu;RBR-TSRA-6-i : 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.For Running Beam above GL front sideFor Running Beam above GL top side
371
175
64954.68
... More
Nalgonda Vallabharao 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 ChargeMS Tubes Main verticals 75mm x 75mm x 5mmMS Tubes Top and Bottom Horizontals 50mm x 50mm x 5mmMS Tubes other Verticals 25mm x 25mm x 3mmBase plates Lumpsum
29149.76
118
3444335.64
... More
Nalgonda Vallabharao Cheruvu;BLD-Amendment Sl No. 5: Providing High Yield Strength Deformed (HYSD) (Fe 500/550/550D) 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 including all charges on all materials etc., complete for finished item of work in all floors.( APSS No.126)Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
6973.4
88
617076.17
... More
Nalgonda Vallabharao Cheruvu;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 Sub structure (Footings)Sub Structure (Columns)Sub Structure (Running Beam)
99.62
5634
561347.74
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For railing Footings
21.12
4597
97106.17
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For railing Footings
179.51
258
46324.35
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Walls
147
5006
735918.75
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-4 II (iii) : Providing PCC Grade M15 concrete for using nominal size 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For base slab below ground level.Toe Drain Base SlabChute drain
86.78
4733
410745.36
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-4 I(i) -Providing concrete for plain/reinforced concrete M10 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.For chute drainFor Toe Drain on land side
67.14
4597
308698.31
... More
Nalgonda Vallabharao 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 on land side
596.75
124
74038.77
... More
Nalgonda Vallabharao 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.Slant area of D/s side of bund
6258
192
1204852.74
... More
Nalgonda Vallabharao 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 chute drain
192.15
1066
204926.05
... More
Nalgonda Vallabharao 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 toe For Below Rock toe
1543.5
1504
2321640.09
... More
Nalgonda Vallabharao Cheruvu;IRR-CAW-8-9 : 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 ( rubble stones : 0.33 cum/sqm )stone pitching along the slopes on water side of the bund
6258
604
3779957.16
... More
Nalgonda Vallabharao Cheruvu;IRR-CAW-5-5 : Providing and laying sand blanket below embankment including cost of all materials,machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.For water side levelling of embankment
938.7
1183
1111007.77
... More
Nalgonda Vallabharao Cheruvu;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for structures including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for structures by manual means.For structures upto 3m depth below GL by Manual Means.For Toe Wall on water sideFor chute drains on D/s sideFor Levelling of stone Pitching Surface
969.68
258
250235.62
... More
Nalgonda Vallabharao Cheruvu;IRR-DAW-5-4 : Providing casing embankment using semi-pervious soil available from approved borrow areas 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.Extension of Bund on D/s side of Bund TopExtension of Bund on D/s side Slope Portion (1:2)
12880
196
2535556.8
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