Karnataka Housing Board Tender

Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Karnataka Housing Board - KHB Tender

Works
Civil And Construction
Civil Works Others
Opening Date29 Jun 2024
Closing Date29 Jul 2024
Tender Amount₹ 37,75,40,870 
Notes
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Costs

Summary

Development Of Sites & Services Scheme Block-d At Koppal Village & Taluk, Koppal District

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code04 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. 301

8895.95

89

793963.5375

... More
code05 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - In all kinds of soils upto 3.0m depth

11861.27

107

1270342.017

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code06 - When lead is more than 60m upto 500m any means of conveyance including loading and unloading for all kinds of soils except hard rock including cost of all labour complete as per specification. Morth Chapter 3.

36631.08

6

230775.804

... More
code07 - Boundry Pillar:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete as per specifications. Ref. to MoRT&H Spec. 807 - Avg 3 Nos. for each sites (which includes Property Numbering stone in the middle)

2787

785

2188909.8

... More
code08 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates

206.93

6288

1301268.9585

... More
code09 - Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Ref. to MoRT&H Spec. 800 Total Nos (4*(0.15+0.15+0.15+0.15)

668.88

88

58995.216

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code10 - Painting new letter and figures of any shade. Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade “ MORTH Specification No.801 - Lettering for Plot Stone

373050

1

626724

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code11 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. - For 9.0M, 12.0M

76

6154

467707.8

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code12 - Planting of trees, by the road side (Avenue tree ) in 0.6m dia holes 1meter deep dug in the ground, mixing soil with decayed farmyard/ sludge manure, planting the saplings, backfilling the trench, watering fixing the tree guard and maintaining the plants for one year complete as per specifications - Trees in front of each sites+parks.

979

1102

1079347.5

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code13 - Boundary Stone - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Boundary Stone every 30mts (1819.83m / 30.0m = 61nos)

97.2

107

10410.12

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code14 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregatesTotal

16.2

6288

101872.89

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code15 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

48.6

6985

339492.384

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code16 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification All other types of structures

7.78

82961

645440.859

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code17 - Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Ref. to MoRT&H Spec. 800

216

88

19051.2

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code18 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications.

31.64

168

5315.52

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code19 - SIGNAGE BOARD - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Total

16.2

107

1735.02

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code20 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregatesTotal

1.3

6288

8174.985

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code21 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

6.06

6985

42331.7664

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code22 - Providing Brick work with common burnt clay modular bricks of classdesignation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

6.64

9317

61869.528

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code23 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off cornerswherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

67.36

404

27230.28

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code24 - Suppiying. fixting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.

0.97

82961

80472.7035

... More
code25 - Painting on concrete surface - Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Ref. to MoRT&H Spec. 800

17.28

88

1524.096

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code26 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications.

2.53

168

425.04

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code27 - Road Works - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m at 100% of total qty

24769.81

107

2652846.651

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code28 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. For Earthern Shoulders - 9.0m,12.0m, 24.0m & filllig

50952.97

497

25359293.169

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code29 - A.Plant mix method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading-II Material

9287.9284

2688

24965951.5392

... More
code30 - A.Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density For - 9.0m,12.0m, 24.0m

9051.97

2686

24322190.7915

... More
code31 - Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. MORTH specification No. 502 - For - 9.0m,12.0m, 24.0m

36059.35

55

2006702.8275

... More
code32 - Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level an, 24.0md alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction MORTH specification No. 504 - For - 9.0m,12.0m

1802.97

7955

14344158.8745

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code33 - Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

36059.35

12

454347.81

... More
code34 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision - For - 9.0m,12.0m, 24.0m

901.48

10659

9609416.208

... More
code35 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates

35.36

6288

222359.592

... More
code36 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)

1178.62

486

572986.113

... More
code37 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes MORTH Specification No. 803 - For - 9.0m,12.0m, 24.0m

1580.71

556

879665.115

... More
code38 - Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings - (i)Single row for one utility service - For - 9.0m,12.0m, 24.0m

2094

2322

4863524.4

... More
code39 - Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. For - 9.0m,12.0m, 24.0m

468

5726

2680095.6

... More
code40 - Providing & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.15mof M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways,over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts etc. complete.

468

2505

1172480.4

... More
code41 - Drain Works - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - In all kinds of soils Depth upto 3 m at 100 % of total qty For - 9.0m,12.0m24.0m road

14153.79

107

1515870.909

... More
code42 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates For - 9.0m,12.0m 24.0m road

1455.72

6288

9154222.434

... More
code43 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates - Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. For - 9.0m,12.0m , 24.0mroad

3135.09

8962

28099341.4065

... More
code44 - Suppiying, fixting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification. For - 9.0m,12.0m road

178.18

82961

14782088.979

... More
code45 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. For - 9.0m,12.0m road

5192.85

168

872398.8

... More
code46 - Culvert Works - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - In all kinds of soils Depth upto 3 m at 100 % of total qty For - 9.0m,12.0 24.0m road

1169.53

107

125256.663

... More
code47 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates For - 9.0m,12.0m 24.0m road

111.58

6602

736748.2346

... More
code48 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates - Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. For - 9.0m,12.0m24.0m road

328.08

7185

2357261.3616

... More
code49 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. For - 9.0m,12.0m 18.0m Deck Slab

143.76

10777

1549406.4648

... More
code50 - Providing and laying of Filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 710.1.4.of IRC:78 and 2200

290.7

2810

817114.095

... More
code51 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.

94.37

82961

7829081.4735

... More
code52 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. For - 9.0m,12.0m 24.0m

290.7

168

48837.6

... More
code53 - UGD Works - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. - All kinds of soils. Depth upto 1.50 m

16153.7

275

4443882.87

... More
code54 - UGD Works - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. - Depth exceeding 1.5 m, but not exceeding 3 m

8698.14

347

3023038.557

... More
code55 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m

4307.65

476

2053456.755

... More
code56 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m

2319.51

584

1356565.4235

... More
code57 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Hard rock (blasting prohibited) Depth upto 1.50 m

1076.91

702

756475.4295

... More
code58 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Depth exceeding 1.5 m, but not exceeding 3 m

579.88

789

457873.248

... More
code59 - Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Murrum

2091.07

383

801402.5775

... More
code60 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications

28353.3

168

4763354.4

... More
code61 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN8 Self Fit - 160 mm Dia

5664.01

647

3669428.8785

... More
code62 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN8 Self Fit - 200 mm Dia

1665.89

934

1556774.205

... More
code63 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN8 Self Fit - 250 mm Dia

1132.8

1436

1627153.92

... More
code64 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN 8, - 125 mm Dia

9317

466

4343585.4

... More
code65 - For supplying and fixing of specials like Elbows, Tees, Couplers, Saddle, reducers and Bend Etc.

929

935

868615

... More
code66 - Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top,with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brickmasonry in CM1:4, 340mmthick,withwirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outsidewhere the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (HeavyDuty) conforming to IS:12592with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mmthick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded tomasonrywall. Thewhole works include watering, curing, barricading, danger lighting, pouring tar overMHframe and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flowdirection on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0M depth & SFRC cover & frame

31

30499

945479.85

... More
code67 - Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top,with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brickmasonry in CM1:4, 340mmthick,withwirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outsidewhere the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (HeavyDuty) conforming to IS:12592with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mmthick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded tomasonrywall. Thewhole works include watering, curing, barricading, danger lighting, pouring tar overMHframe and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flowdirection on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.1M depth & SFRC cover & frame

12

31007

372090.6

... More
code68 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2M depth & SFRC cover & frame

11

32938

362323.5

... More
code69 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.3M depth & SFRC cover & frame

7

36423

254964.15

... More
code70 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.4M depth & SFRC cover & frame

8

38361

306894

... More
code71 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame

5

40300

201500.25

... More
code72 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6M depth & SFRC cover & frame

7

43646

305524.8

... More
code73 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.7M depth & SFRC cover & frame

6

45584

273508.2

... More
code74 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.8M depth & SFRC cover & frame

5

47132

235662

... More
code75 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.9M depth & SFRC cover & frame

11

50869

559562.85

... More
code76 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2M depth & SFRC cover & frame

92

63823

5871734.4

... More
code77 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 3M depth & SFRC cover & frame

28

93781

2625890.4

... More
code78 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 4M depth & SFRC cover & frame

18

124649

2243694.6

... More
code79 - INSPECTION CHAMBER - Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete.Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. 110 mm dia

929

8540

7934310.3

... More
code80 - Water Supply : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils Depth upto 1.50m at 80 % of total qty

10577.61

275

2909900.511

... More
code81 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m at 20 % of total qty

2644.4

584

1546577.34

... More
code82 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications

13222.01

168

2221297.68

... More
code83 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 90mm

4866.92

466

2268958.104

... More
code84 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 160 mm

3128.73

1421

4448115.441

... More
code85 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 200mm

1529.6

2160

3305312.64

... More
code86 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 80mm dia

18

10912

196427.7

... More
code87 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 100mm dia

12

11428

137138.4

... More
code88 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 - 100mm dia

12

38932

467195.4

... More
code89 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 - 80mm dia

18

30455

548194.5

... More
code90 - Valve chamber - Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.

30

5030

150916.5

... More
code91 - Supply & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.2m of M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts.

30

3034

91035

... More
code92 - Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for following diameters: (for minimum length of 2m) INDIVIDUAL CONNECTION - 25MM

929

7145

6637937.25

... More
code93 - For connection pipe length beyond 2.0 mtrs for every 1 mtr. or part thereof for Housing Connection

6503

992

6452601.75

... More
code94 - BOREWELL - Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1)Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a)Above 20 M and upto 30 M - 15%, b)Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2)A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test - Geophysical investigation

2

5552

11104.8

... More
code95 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 0-50 Mtrs.

100

324

32445

... More
code96 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for:b) 50-100Mtrs

100

406

40635

... More
code97 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: c) 100-150 Mtrs.

100

432

43260

... More
code98 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: d) 150-200 Mtrs.

100

501

50190

... More
code99 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: e) 200-250 Mtrs.

100

588

58800

... More
code100 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: f) 250-300 Mtrs.

100

622

62265

... More
code101 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: g)300-350Mtrs.

100

691

69195

... More
code102 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty - Casing

100

2029

202965

... More
code103 - Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge

2

172

344.4

... More
code104 - Raising Main from Bore well to main Connection - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50m

720

275

198072

... More
code105 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications

720

168

120960

... More
code106 - Providing,supplying to work site,fixing of Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work.7.50 HP - 13.15.7) 7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00"

2

42850

85701

... More
code107 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. - HDPE Grade PE80-PN10.0,63mm dia

500

264

132300

... More
code108 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN10.0 : (For Raising Main) - HDPE Grade PE80-PN10.0,90mm dia

1500

466

699300

... More
code109 - Supply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves confoming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried operation wiht the gear box sealed and lubricated for life time operation. DI double flanged wafer type butterfly valves. - 50mm dia

2

14217

28434

... More
code110 - Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments - Size 50 mm

2

1312

2625

... More
code111 - Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments - Size 63 mm

2

436

873.6

... More
code112 - PART-B (ELC. ITEMS) Main Panel - Fabricating supplying and mounting MS box made out 16 SWG suitable for floor/wall mounting,fully weather proof with provision for better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 tanks treatment with power coated paint and finally finished with approved colour etc., complete.

50000

-

20000

... More
code113 - Supplying and Fixing of Shunt trip suitable for MCCB. CBCT

2

1400

2800

... More
code114 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve,indicator ON/OFF,energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 40Amps TPN

2

2374

4748

... More
code115 - Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40X40X6mm

8

255

2040

... More
code116 - Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50X100X50X6mm C channel

6

630

3780

... More
code117 - Supplying fully automatic star -dealt starter unit push button type with suitable wires 3 contactors one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor . - Upto 12.5 HP

2

6400

12800

... More
code118 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C.50 Hz 12/24v D.C.

6

430

2580

... More
code119 - Supplying,fixing and wiring 3 Phase Digital Ammeter/Voltmeter

2

1185

2370

... More
code120 - Supplying,fixing and wiring rotary selector switch suitable for voltmeter/ammeter(ammeter only)

2

165

330

... More
code121 - Supplying and fixing HRC fuse units base on existing switch / panel board - to 63 Amps

2

250

500

... More
code122 - Supplying,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834.3 phase,400/440 volts grade,for power factor improvement of rotating machinery.like induction motor.Cost per KVAR.

2

400

800

... More
code123 - Fixing a shunt capacitor of …..KVAR capacity with necessary clamps , bolts , and nuts on existing wooden or metal board including banking of more than one capacitor. - UP to 5 KVAR

2

133

266

... More
code124 - Supplying …..amps rated 3phase with netural bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6 mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts,nuts and washers etc.,complete. 100Amps 4x30x6mm Alluminium Strips

8

2050

16400

... More
code125 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes - 10 sqmm

24

8

192

... More
code126 - Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1KV class (metal only) - 25 mm dia

4

84

336

... More
code127 - Supplying and drawing 3 coreflat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to IS:8130-1984 and viring grade PVC insulation and power coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. - 3C X 4.0 Sq.mm(250*1RUN)

600

140

84000

... More
code128 - OHT - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 75% in all kinds of soil Depth 3 m to 6 m a) -do- inordinary / all soils / hard soil

566.66

122

69614.181

... More
code129 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 15% In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m

113.33

486

55095.3795

... More
code130 - Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. In Hard Rock (blasting prohibited) Depth exceeding 3 m, but not exceeding 4.50 m

75.55

1255

94875.69

... More
code131 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications

566.7

168

95205.6

... More
code132 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

46.07

7081

326230.884

... More
code133 - SRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 2.10.2

110.57

2816

311376.177

... More
code134 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.

142.77

7810

1115049.4047

... More
code135 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a) Shaft b) RCC M35 Design Mix with 20mm aggregate for level upto 6 m height & steps

130.52

12944

1689557.9064

... More
code136 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a) Shaft RCC M35 Design Mix with 20mm aggregate for level upto 5 to 10m height & Steps

30.55

21473

656005.3435

... More
code137 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a) Shaft RCC M35 Design Mix with 20mm aggregate for level upto 10 to 15m height & Steps

9.12

21625

197224.1952

... More
code138 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Bottom ring Beam & Bottom Dome

145.53

20864

3036337.92

... More
code139 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Top Dome

29.51

21625

638167.3246

... More
code140 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.

34.27

93284

3196846.107

... More
code141 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.

40.85

93284

3810655.485

... More
code142 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.

34.93

93284

3258413.613

... More
code143 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.

7.08

93284

660451.428

... More
code144 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:a) 65x65x8 mm angle iron

28

4595

128683.8

... More
code145 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: b) 65x65x10 mm angle iron

14

5041

70574.7

... More
code146 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel.2)For tanks above 2.5 lakh litres and upto 5 lakh litres capacity

2

9585

19170.9

... More
code147 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.

2

2247

4494

... More
code148 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:1)M.S Guage sheet 0 to 1.5 Mtr depth

3

3919

11758.95

... More
code149 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:2)M.S Guage sheet 0 to 2 Mtr depth

3

5080

15242.85

... More
code150 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:3)M.S Guage sheet 0 to 2.5 Mtr depth

6

6255

37535.4

... More
code151 - Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .150mm

3

2487

7462.35

... More
code152 - Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete.

15

5048

75726

... More
code153 - Supplying, of DI flanged pipe conforming to IS 8329 : 2000 with latest amendments with Cement Mortar Lining (CML) with Portland Slag Cement as per IS 455:1989 and Metallic Zinc Coating as per annexure A of IS 8329 with finishing layer of Bituminous Coating as per Annex C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with all lead and lifts etc., complete. For PN 10: 100mm

18

4904

88281.9

... More
code154 - Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for:3)For tanks upto 12 Mtr staging

1

12106

12106.5

... More
code155 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for:

219.28

205

45127.824

... More
code156 - Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)

65.8

1393

91682.43

... More
code157 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: (a) -do- 12mm thick for exposed surface (outside) 4)For tanks above 12 Mtr. Upto 15 Mtr. Staging

219.28

393

86341.5

... More
code158 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: (b) -do- 12mm thick for inside surface (inside) 4)For tanks above 12 Mtr. Upto 15 Mtr. Staging

219.28

393

86341.5

... More
code159 - STP - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 75% in all kinds of soil Depth up to 3m

1073.47

107

114968.637

... More
code160 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work in all kinds of soil Depth 3 m to 6 m

713.36

122

87636.276

... More
code161 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - Consider 15% In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m

214.69

446

95805.4125

... More
code162 - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth exceeding 3 m, but not exceeding 4.50 m

143.13

664

95131.3545

... More
code163 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications

208.32

168

34997.76

... More
code164 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

45.98

7079

325497.018

... More
code165 - SRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 2.10.2

194.69

2816

548266.509

... More
code166 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; Including the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade

249.73

7311

1825970.8194

... More
code167 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade

357.4

9400

3359867.364

... More
code168 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade

6.53

11838

77302.9236

... More
code169 - Percentage Additionalities for Formwork, Centering & Scaffolding - RCC Beams, Lintels & Troughs of Aqueducts 60%

30.78

11141

342943.3728

... More
code170 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Gradealls

84.24

10445

879920.496

... More
code171 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade

397.44

371

147728.448

... More
code172 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.

49.95

83791

4185368.9415

... More
code173 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.

71.48

83791

5989392.8316

... More
code174 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.

16.85

83791

1411881.2145

... More
code175 - Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat

397.44

454

180696.096

... More
code176 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead

40

4595

183834

... More
code177 - Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)

80

1393

111468

... More
code178 - Providing and fixing PVC water stopper of suitable type of 230 mm width and 5 mm thickness for construction joints as per detailed technical specifications and as directed by Engineer-in-charge

20

325

6510

... More
code179 - Providing, fixing, applying of contraction joint with suitable type PVC water stopper of 230 mm width and 5 mm thick sealed with 12 mm x 25 mm gun grade polysulphide elastomeric joint sealant of FOSROC make (NITO seal MS 600) over a backer rod and high performance laminated closed cell polyethylene foam joint filler of suitable make (CAPCELL-HD-100) in sheet foam having a density of 100 Kg / Cum, non staining with less than 1% water absorption, having 97% recovery at compression and as directed by Engineer-in-charge

20

630

12600

... More
code180 - Providing & fixing of Aluminium Ventilators of frame size 40 x 18 mm of 1.3 mm thick, 0.933 Kg/ M all aluminium sections including cutting to required length, joints mitred subdiving the frame tenonned and riveted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs or teak wood gatties including supply along with fixing of SS - 304 mesh with necessary required materials etc., complete.

8

3339

26712

... More
code181 - External Electrical - Part A -Providing 2 pole structure at tappping point near the Propased sub station - RCC DP structure using 9mtr RCC pole with 145 Kg WL

1

21555

21555.84

... More
code182 - 11KV, 3c x 400 Sqmm XLPE, UG Cable (Round Armoured ) 2 Run

0.1

2571362

257136.204

... More
code183 - Cable termnation Kit Outdoor HS type suitable for 3C x 400 Sqmm Cable

2

5518

11037.48

... More
code184 - Cable termnation Kit indoor HS type suitable for 3C x 400 Sqmm Cable

2

4959

9918.9

... More
code185 - Cable Covering tiles 250 X 125 X 40mm

400

10

4224

... More
code186 - Artificial/Manufacture sand

6

1839

11037.48

... More
code187 - RCC hume pipes 2000 mm Long 150mm Dia

30

316

9486.3

... More
code188 - Collars for RCC hume pipe

30

84

2533.8

... More
code189 - GI pipe 150mm Dia for cable raisng

8

1909

15276.96

... More
code190 - Route and joint indicating stones

2

136

273.98

... More
code191 - Guy set complete with No 15 starin insulators and concreting materials

2

1205

2410.2

... More
code192 - 11 kv 400 Amps Double break GOS

1

21897

21897.8

... More
code193 - H frame for mounting Gos

1

4461

4461.96

... More
code194 - Lightning arrestors metal oxide 9 KVA 5KN polymeric type with ground connector (set 3 No's)

1

4894

4894.56

... More
code195 - Earthing mateials-pipe type for Jumps

1

1780

1780.87

... More
code196 - Coyote ACSR conductor for jumps

9

143

1288.53

... More
code197 - GI strips 25x6 mm with fixing materials

10

131

1318.4

... More
code198 - Caution - Danger board

1

154

154.5

... More
code199 - Anticlimbing Devices (12mtr GI Barbed wire)

4

91

366.68

... More
code200 - Sprial earth electrode

2

246

492.34

... More
code201 - Aluminium end terminals (lugs) 400 Sqmm

16

96

1549.12

... More
code202 - Labour Charges: Erection of 9mtr long RCC pole DP structure

1

5533

5533.16

... More
code203 - Laying of 3C X 400 Sqmm UG cable in existing trench

0.1

68021

6802.12

... More
code204 - Making cable termination Kit Outdoor/Indoor

4

2737

10950.96

... More
code205 - Covering the cable with tiles

0.1

4498

449.801

... More
code206 - Refilling and consolidation

6

164

988.8

... More
code207 - cable trench excavation : 1000X0.6X1M=600 Cmtr in ordinary soil

60

269

16191.6

... More
code208 - Spreading sand and forming with sand round the cable

0.1

15254

1525.43

... More
code209 - Laying of RCC hum pipes

60

71

4264.2

... More
code210 - Laying of GI pipe

8

95

766.32

... More
code211 - Laying of Route and joint indicating stones

2

119

238.96

... More
code212 - Fixing of guyset with No-15 strain insulators

2

610

1221.58

... More
code213 - Eretion of 11KV 400A D B Gos

1

1250

1250.42

... More
code214 - Eretion of 'H' frame

1

332

332.69

... More
code215 - Fixing of lightning arrestors

1

122

122.57

... More
code216 - Fixing of Earthings

1

977

977.47

... More
code217 - Fixing of caution-Danger boards

2

82

164.8

... More
code218 - Fixing of Anticlimbing devices

4

43

173.04

... More
code219 - Fixing of Sprial earth electrodes

2

95

191.58

... More
code220 - Guy cocreting with boulders, mud and sand

2

257

515

... More
code221 - Painting of 9mtr long RCC Poles of DP structure

2

988

1977.6

... More
code222 - Concreting of 9mtr RCC poles: a) Base concreting with CC 1:4:8, 500X650X150mm

2

321

642.72

... More
code223 - b) Pole concreting with CC 1:2:4 and as per actuals

2

4629

9259.7

... More
code224 - c) Pole coping with CC 1:2:4 and as per actuals

2

321

642.72

... More
code225 - Part-B, Providing Compat RMU 11KV class SF6/VcB type (1 in comer +1 Breaker + 1 Out going) RMU 3 way (20D + I VL) one in comer +one breaker + one Out going) 350 MVA, 630 Amps

1

566036

566036.5

... More
code226 - Bed Concreting with CC 1:2:4

0.48

6430

3086.5392

... More
code227 - Foundation with reinforcement CC 1:2:4

1.8

6430

11574.522

... More
code228 - Providing reinforcement

30

75

2255.7

... More
code229 - Providing plinth with CC 1:2:4

0.06

6430

385.8174

... More
code230 - Construction of stone mesonary

0.43

6580

2829.6881

... More
code231 - Supplying frame of M S channel 100X50mm and M S angle 40 x 40 X 5mm welding etc., complete

40

70

2801.6

... More
code232 - Rod type earthing with 40mm dia 3mtr long MS rod

2

3214

6429.26

... More
code233 - Lettering the RMU with enamel paint and also writing single line diagram of each panel, caution board, dnger board etc., including cost of paint, brush etc

1

989

989.83

... More
code234 - Labour Charge :Earth excavation for RMU foundation depositing of earth on bankup ti lead of 50mtr and with a lift upto 1.5mtr

4.35

269

1173.891

... More
code235 - labour charges forfixing oundation frame of MS channel 100X50mm and MS angle 40x40x5mm welding, fixing in concrete, aligning the RMU on foundation bed, assembling of units, connecting busbars from panel to panel etc.,

3

4919

14757.84

... More
code236 - Part-C, Laying of 11KV, 3X400 Sqmm XLPE UG cable from DP structure to compact RMU11 KV 3x400 Sqmm XLPE UG cable

1.5

2571362

3857043.06

... More
code237 - Straight through Jointing Kit H S type suitable from 3x400 Sqmm cable

6

11276

67658.64

... More
code238 - Cable termination Kit outdoor HS type suitable from 3x400 Sqmm cable

4

5518

22074.96

... More
code239 - Cable termination Kit indoor HS type suitable from 3x400 Sqmm cable

4

4959

19837.8

... More
code240 - Cable covering tiles 250x125x40mm

650

10

6864

... More
code241 - Arificial/manufacture sand

108

1839

198674.64

... More
code242 - RCC hume pipe, 2000 mm long, 150mm dia

35

316

11067.35

... More
code243 - Collors for RCC hume pipe

35

84

2956.1

... More
code244 - GI pipe, 150mm dia for cable raising

72

1909

137492.64

... More
code245 - Route and Jointindicating stones

40

136

5479.6

... More
code246 - Alluminium end terminals (lugs) 3x400 Sqmm

70

96

6777.4

... More
code247 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600

900

269

242874

... More
code248 - Laying of cable in trench

1.5

68021

102031.8

... More
code249 - Refilling and consolidation

825

164

135960

... More
code250 - Making of straight through Jointing Kit

6

2933

17600.64

... More
code251 - Making Cable termination Kit

8

2737

21901.92

... More
code252 - Covering the cable with tiles

1.5

4498

6747.015

... More
code253 - Spreading sand and forming with sand round the cable

1.5

15254

22881.45

... More
code254 - Laying of RCC hume pipe

70

71

4974.9

... More
code255 - Laying of GI pipe

72

95

6896.88

... More
code256 - Laying of route and joint indicating stones

40

119

4779.2

... More
code257 - Part-D, Erection of 3 phase, 11KV/433 Volts 100KVA Transformer mounting structure using 11 mtr spun pole with 3 Gos system (Excluding tranformer)Spun pole 11 Mtr long

32

18233

583457.92

... More
code258 - Single pole transformer structure kit with 3 H frames without transformer seating and seating angle support cross arms for 100 KVA (UG Cable) MS

32

21705

694566.08

... More
code259 - HT angle top supports with bolts, nuts and washers

288

144

41529.6

... More
code260 - 11 KV 5 KN polymeric pin insulators (24mm dia FRP rod)

288

211

60811.2

... More
code261 - Rabbit ACSR conductors for jump

1600

47

76192

... More
code262 - Alkaline tube 19mm Dia and in coils of 30 mtr

64

532

34080.64

... More
code263 - GI wire 10 SWG

160

81

13051.2

... More
code264 - Guywire 7/10 SWG

320

79

25456

... More
code265 - GI pipe 100 mm dia

320

1272

407056

... More
code266 - PVC pipe, 150mm dia

640

523

334873.6

... More
code267 - PVC bend 150 mm dia

256

188

48253.44

... More
code268 - PVC pipe 25mm dia

1280

26

34278.4

... More
code269 - 11 KV solid core type HG fuse unit (set/3 Nos)

32

1101

35234.24

... More
code270 - 11 KV 200 amps single break GOS

96

9733

934416

... More
code271 - Earthing materials pipe type for grounding (single electrode with accessaries)

32

1780

56987.84

... More
code272 - 11 KV lightning arrestors, metaloxide 9 Kv, 5KN polymeric type with ground connectors (set/3 No)

32

4894

156625.92

... More
code273 - Horizantal cross arms

128

383

49044.48

... More
code274 - M S fish plate

288

80

23137.92

... More
code275 - Caution / Danger board

32

154

4944

... More
code276 - Anticlimbing devices (12m GI barned wire)

64

91

5866.88

... More
code277 - PVC insulation tape rolls of 10 mtr

96

15

1483.2

... More
code278 - Labour Charges: Erection of spun pole 11 mtr long

14

4582

64154.58

... More
code279 - Erection of single pole tranformer structure

14

2947

41270.04

... More
code280 - Fixing of HT single top supports

288

144

41529.6

... More
code281 - Concreting Materials for 11 Mtr spun pole a) Base concreting 1:4:8 1000x1000x2500 mm

32

964

30850.56

... More
code282 - b) Pole concreting 1:2:4 1000x1000x2500 mm

32

16076

514439.68

... More
code283 - c) Pole Coping 1:2:4 and as per actuals

32

2443

78181.12

... More
code284 - Fixing of 11 KV solid core type HG fus unit

32

244

7811.52

... More
code285 - Fixing of 11 KV 200 Amps single break GOS

32

1137

36387.84

... More
code286 - Fixing of earthings

96

977

93837.12

... More
code287 - Fixing of 11 KV lightning arrestors

32

119

3823.36

... More
code288 - Fixing of caution / danger board

32

82

2636.8

... More
code289 - Fixing of anti climbing devices

64

43

2768.64

... More
code290 - Construction of platform (1.5x1.5x1.2mt) in size stone mesonary including cost of material and labour

32

31271

1000698.56

... More
code291 - Providing chain link fencing 50mm size of 8 gauge properly stretched between rectangular pole and fixes with suitable bolt and nuts including cost of materials and labour

1440

1016

1463918.4

... More
code292 - Part-E, Laying of 11KV, 3X240 Sqmm XLPE UG cable from RMU to tramsformer structure - 11 KV 3x240 Sqmm XLPE UG cable

3.5

1705729

5970053.04

... More
code293 - Straight through Jointing Kit H S type suitable from 3x240 Sqmm cable

12

9075

108903.96

... More
code294 - Cable termination Kit outdoor HS type suitable from 3x240 Sqmm cable

64

5477

350562.56

... More
code295 - Cable termination Kit indoor HS type suitable from 3x240 Sqmm cable

64

4831

309230.72

... More
code296 - Cable covering tiles 250x125x40mm

15000

10

158400

... More
code297 - Arificial/manufacture sand

420

1839

772623.6

... More
code298 - RCC hume pipe, 2000 mm long, 150mm dia

105

316

33202.05

... More
code299 - Collors for RCC hume pipe

105

84

8868.3

... More
code300 - GI pipe, 150mm dia for cable raising

840

1272

1068522

... More
code301 - Route and Jointindicating stones

240

136

32877.6

... More
code302 - Alluminium end terminals (lugs) 3x240 Sqmm

196

62

12314.68

... More
code303 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil

2500

269

674650

... More
code304 - Laying of cable in existing trench

3.5

66077

231271.565

... More
code305 - Refilling and consolidation

1925

164

317240

... More
code306 - Making of straight through Jointing Kit

12

2933

35201.28

... More
code307 - Making Cable termination

128

2737

350430.72

... More
code308 - Covering the cable with tiles

3.5

4494

15732.22

... More
code309 - Spreading sand and forming with sand round the cable

3.5

15254

53390.05

... More
code310 - Laying of RCC hume pipe

210

71

14924.7

... More
code311 - Laying of GI pipe

840

95

80463.6

... More
code312 - Laying of route and joint indicating stones

140

119

16727.2

... More
code313 - Part-F, Laying of LT UG Cable 3.5 x 120 Sqmm from transformer distribution Box to feeder pillar BoxLT UG cable1.1 KV class 3.5 x 120 sqmm

7.5

470595

3529467.525

... More
code314 - Straight through Jointing Kit suitable for 1.1 KV class 3x120 Sqmm UG cable

48

1713

82268.16

... More
code315 - Cable termination Kit o(Pole head) suitable from 3x120 Sqmm cable

700

393

275422

... More
code316 - Cable covering tiles 250x125x40mm

24000

10

253440

... More
code317 - Arificial/manufacture sand

420

1839

772623.6

... More
code318 - RCC hume pipe, 2000 mm long, 150mm dia

190

316

60079.9

... More
code319 - Collors for RCC hume pipe

190

84

16047.4

... More
code320 - GI pipe, 150mm dia for cable raising

96

1272

122116.8

... More
code321 - Route and Jointindicating stones

120

136

16438.8

... More
code322 - Alluminium end terminals (lugs) 3x120 Sqmm cable

2020

20

41612

... More
code323 - LT feeder pillar box with porceline rewirable cutouts and 1 No of 630 Amps load break switch with copper busbars asper IS 13947 part 1 and 2: 12 ways

96

64419

6184251.84

... More
code324 - Labour Charges:Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil

4200

269

1133412

... More
code325 - Laying of cable in existing trench 3.5 x 120 Sqmm

7.5

33246

249347.55

... More
code326 - Refilling the cable trench with available earth from trench excavation including watering and consolidation

3700

164

609760

... More
code327 - Making of straight through Jointing Kit

48

391

18787.2

... More
code328 - Making Cable termination

700

244

170877

... More
code329 - Covering the cable with tiles

7.5

4494

33711.9

... More
code330 - Spreading sand and forming with sand round the cable

7.5

15254

114407.25

... More
code331 - Laying of RCC hume pipe

380

71

27006.6

... More
code332 - Laying of GI pipe

96

95

9195.84

... More
code333 - Laying of route and joint indicating stones

120

119

14337.6

... More
code334 - Erection of LT feeder pillar Box including civil works like soil excavtion and concreting etc., complete : 12 way

96

1368

131411.52

... More
code335 - Providing Tubular pole stret lights onFoot Path using UG cable Fabrication, supplying and erecting swaged tubular pole height 9mts having three sections and providing two coats of red oxide paint and thinshed with two coats of enameled paint of approved qualities and colour and ms base plate of suitable size welded at the bottom of the pole (as per IS) and 40 mm dia GI/ flexible PVC pipe of 1mtr length fitted to the heavy gauge polycarbonate control box including 5 way connector of size 167x125x82mm for 7.5 mtr/ 200x160x98mm for remaining length of pole with locking arrangement and suitable capacity MCB / DP switch the pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of plating depth of the pole to the ground level and the coping CC Shall be up to 0.6 mtrs above ground level as per IS 2713-7,5mtr Erection of heavy duty on foot path / median (5m HB, 165.1mm dia 4.85mm thick 2mts HM 139.7m dia 4.5mm thick 2mtrs HT 114.3 mm dia 3.05mm thick as per IS 410 SP 32)

400

15965

6386000

... More
code336 - Supplying and fixing telescopic MS bracket fabricated by using 0.5m length 4'' dia telescopic MS pipe with 2'' dia 1.5 mtrs long MS bracket and are welded with suitable angle using 6mm thick MS sheet grip bolts and nuts as required suitable for 9mtr to 12 mtr MS tubular pole with necessary two coats of painting with all other accessories single brocket 1.5mts length

400

1504

601932

... More
code337 - Supplying of LED street light lumenairs with prssure die cast alluminium honsing body for optimal thermal dissipation lamp compartment of antiglare clear diffuser with injection moulded polycorbonate material delevering superior light out-put LED strt light 40 watts

400

4144

1657888

... More
code338 - 1.1 KV xLPE or heat resistant PVC insultated PVC exutrusted inner sheath armoured LT UG cable 4 core x 16 Sqmm

12000

146

1753200

... More
code339 - Providing and laying in position 100 mm dia stone ware pipe in existing trench

1500

221

332175

... More
code340 - Supplying and fixing of class 'A'(Mediam duty) Gl pipe of wall thick not less than 3.25mm on pole / wall /Drain crossing with necessary clamping arrangements for UG cable of 1.1kv class 40mm

1200

345

414060

... More
code341 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia

50

120

6025.5

... More
code342 - Supplying and fixing LT cast iron pot head suitable for UG cable 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminal clamps, bolt, nuts and washers etc., 16 Sqmm

60

333

20023.2

... More
code343 - Supplying and making straight through cable joint with epoxy/resign including ferrules and other jointing meterials for pvc insulated and pvc sheated steel tape wire are used aluminium condetor 4core cable of 1.1kv grade of 4core X 16 Sqmm.

50

718

35947

... More
code344 - Supply and wrapping the conductor with camabrick tape roll

60

121

7292.4

... More
code345 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm

3000

2

6180

... More
code346 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core 4 Sqmm

7200

64

467208

... More
code347 - Sheet metral/ Deep drawn street light metering box with automatic control switch, contractors with single phase 5-30 Amps meter 15 A CT including wiring

30

6163

184905.6

... More
code348 - PVC pipe 40mm dia

300

61

18540

... More
code349 - PVC insulated wire 25 Sqmm single core Multistranded

1080

45

49312.8

... More
code350 - Labour Charges: Digging of trench of 0.6 m Deep x 0.5 mtr wide refilling the trenh to the required ground level and consolidating etc., complete in an ordinary soil

7200

78

563616

... More
code351 - Labour charges for laying of 1.1 KV Class UG cable in existing trench

12000

12

146640

... More
code352 - Fixing of sreet light metering Box with all accessaries like automatic contril/switch and single phase energy meter and with earth electrode fo grounding metering box

30

980

29416.8

... More
code353 - Providing of Polygon high mast Lumenairs with all accessaris at road circles or junction point in side layout - Fabrication, supplying, erection, testing and commissioning of 20 mts long polygon high mast with single or multiple telescopic section having(minium overlap distance of 1.5 times of long section) thickness as per BSEN 10025 grade's 355JO/ASTM A572-50 steel sheet plate for shaft suitable with stand a wind velocity of 47 m /second as per IS875 part 3 (as per GA drawing) base plate as per IS 2062/ASTM A572-50. the mast shall be galvanised in single hot dip as per BSEn ISO 1462/ASTM A123 with an average 70 microns as per IS2629 and welded as per BS5135 single L section joint, the mast shall have two way joint framed with die cost LM-6 pulleys stainless steel wire ropes phosphorus ,bronze bearing bush press - fitted with dia stainless steel wire rope of AISI 34 grade 7/19 core (fabrication of safety as per TR no-7) 2.589mm EPR insulated PCP sheeted trailing power cable housed inside the bottom shaft of mast with door having locking arraignments the mast shall have manual /power tool [suitable reversible geared motor operating on 230/415 volts, 50HZ shall be provided above 15mts mast]. the mast shall have lantern of 2 segments suitable dia with maximum load crrying capacity as per IS-1239. the mast shall be erected on existing RCC footing. the mast shall be supplied with 3mm thick template, lightning arrestor of 1.2m length galvanised pipe with top arrow filled on top of the head frame cover and GSL type aviation twin lamps fitted with wiring complete (exclaim-using foundation) as per pre technical data. 20mts-top 150mm and bottom 460mm dia

4

252350

1009400

... More
code354 - Design and casting of suitable foundation for high mast, condensing the safe soil bearing capacity at the site at least 10 tonnes per sqmt at the dept of 2mts. The work shall be carried out as per specification

4

50758

203033.6

... More
code355 - Providing cement concrete to high mast with material and labour including neccesary curing etc., cmplete

4

17575

70303.68

... More
code356 - Supply and fixing of foundation bolts manufactured out of special steel along with bolts ,nuts ,washers, and another plates,templates etc., (approved rate)

4

11536

46144

... More
code357 - Supplying, installation, testing and commissioning of 1000x12000x400 mm out door type panel board fabricated out of 18SWG MS steel with 50x50x6mm angle TPN MCB pilot lampset, selector switch 23 No's, electronic mechanical timer suitable capacitor, CTs and energymeter etc., totally enclosed, floor mounting type, industrial weather wate germs and dust proof with provided suitable for out door installation on 415 volts - 3phase A/c supply (approved rate)

4

51912

207648

... More
code358 - Supplying of LED street light lumenairs with prssure die cast alluminium honsing body for optimal thermal dissipation lamp compartment comprising of antiglare clear diffuser with injection moulded polycorbonate material delevering superior light out-put for fixing high mast lED flood light 150 W

24

12864

308752.8

... More
code359 - Fixing of LED flood light fitting over the existing pole including clamps, bolt nuts washers and wiring using suitable capacity wires

24

166

4004.64

... More
code360 - Supplying of 1.1 KV XLPE of heat resistant PVC insulated, PVC exntruted inner seath anmoured LY UG cable as per TS-1554 3.5 core x 25 Sqmm

200

143

28748

... More
code361 - Laying of LT UG cable in existing trench

200

21

4304

... More
code362 - Digging of trench of 0.6 m Deep x 0.5 mtr wide refilling the trenh to the required ground level and consolidating etc., complete in an ordinary soil

200

78

15656

... More
code363 - Supplying and fixing of class 'A'(Mediam duty) Gl pipe of wall thickness not less than 3.25mm on pole / wall /Drain crossing with necessary clamping arrangements for UG cable of 1.1kv class 50mm

32

391

12524.8

... More
code364 - Supplying and fixing LT cast iron pot head suitable for UG cable 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminal clamps, bolt, nuts and washers etc., 25 Sqmm

4

360

1442

... More
code365 - Supplying tinned Alluminium lugs and crimping and wiring to terminal points for wire of 3.5C x 25 sqmm UG cable

32

3

98.88

... More
code366 - supplying and fixing heavy duty cable glands suitable for UG cables of 1.1 KV class (metal only ) 45 mm dia

8

199

1598.56

... More
code367 - Earthing supply fixing and wiring earth electrodes for grounding High mast out door panel using 40mm dia, 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reduser fixed on the top of the earh electrode, the funnel should be enclosed in a C.C chamber of 400x400x400 mm with cast iron cover. The earth electrode shall have staggered 150mm all round with alternate layer of salt and charcoal from the bottom of the electrode is to be established hrough GI strip using GI bolts and nuts

4

4383

17534.72

... More
code368 - Suppling and running of GI strips for grounding connections, using necessary fixing materials as required 25x6mm GI strips

120

131

15820.8

... More
code369 - Fabricating supplying and erecting swaged tubular pole of height 9mts having three sections and providing two coats of red oxide paint and finished with two coat of enamelled paint of approved quality and colur and M.S. base plate of suitable size welded at the bottom of the plate (as per Is) and 40mm dia GI /flexible PVC pipe of 1mt length fitted to the heavy gauge polycarbonate control box including 5way connector of size 167x125x 82mm for 7.5 mtra pole/200x160x98mm for remaining length of pole with front opening cover with locking arrangements and suitable capacity MCB/DP switch .the pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of plating depth of the pole in the ground level and coping C.C. shall be up to 0.6mts above ground level as per IS 2713-7 9mts 5m HB 165,1mm dia,4.85mm thick 2m HM 139.7mm dia,4,5mm thick. 2m HT 114.3mm dia,305mm thick. as per I.S 410 SP32

18

15965

287370

... More
code370 - Supplying and fixing telescopic M.S bracket fabricated by using 0.5mts 4" dia telescopic MS pipe with 2"dia 1.5m long bracket and are welded with suitable angle using 6mm thick MS sheet grip bolts and nuts as required suitable for 9 to 12mts MS tubular pole with necessary two coats of painting with all other accessories . double bracket 2x1.5mts length

18

2405

43290.9

... More
code371 - Supplying of LED street light lumenairs with prssure die cast alluminium honsing body for optimal thermal dissipation lamp compartment comprising of antiglare clear diffuser with injection moulded polycorbonate material delevering superior light out-put LED strt light 70 watts

36

6171

222183.36

... More
code372 - supplying of 1.1kv LT UG cable XLPE or heat resistance PVC insulated PVC extruded inner sheeth armoured UG LT cable as per IS - 1564 4Cx16sqmm

540

146

78894

... More
code373 - Providing and laying inposion 100 mm dia stone ware pipe in existing trench.

540

221

119583

... More
code374 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia

12

345

4140.6

... More
code375 - Supplying and fixing of class 'A'(Mediam duty) Gl pipe of wall thick not less than 3.25mm on pole / wall /Drain crossing with necessary clamping arrangements for UG cable of 1.1kv class 40mm

36

120

4338.36

... More
code376 - Supplying and fixing LT cast iron pot head suitable for UG cable 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminal clamps, bolt, nuts and washers etc., 16 Sqmm

2

333

667.44

... More
code377 - Supplying and making straight through cable joint with epoxy/resign including ferrules and other jointing meterials for pvc insulated and pvc sheated steel tape wire are used aluminium condetor 4core cable of 1.1kv grade of 4core X 16 Sqmm.

6

718

4313.64

... More
code378 - Supply and wrapping the conductor with camabrick tape roll roll

5

718

3594.7

... More
code379 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm

90

2

185.4

... More
code380 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core

360

64

23360.4

... More
code381 - Sheet metral/ Deep drawn street light metering box with automatic control switch, contractors with single phase 5-30 Amps meter 15 A CT including wiring

1

6163

6163.52

... More
code382 - PVC pipe 40mm dia

30

61

1854

... More
code383 - PVC insulated wire 25 Sqmm single core Multistranded

120

45

5479.2

... More
code384 - Labour charges : digging of trench of 0.6m deep x 0.5mtr wide refilling the trench to the required ground level and consolidating etc, complete in an ordinary soil

540

78

42271.2

... More
code385 - Labour charges for laying of 1.1kv class UG cable in existing trench

540

12

6598.8

... More
code386 - Fixing of street light metering box with all accessaries like automatic contril/switch and single phase energy meter and with earth electrodee to grounding metering box

1

980

980.56

... More
code387 - Providing Solar lights in park with 5.5 mtr MS Pole - Supplying, testing and commissioning at site outdoor type SOLAR street light with the following specifications: A stand alone solar photovoltaic system 1x74 watts output PV module comprises a compact fluorescent lamp (CFL) lead acid battery, PVC module, control electronic interconnecting wires/cables modules mounting hardware's, battery box, operators and instructions. The system should be designed to automatically switch OFF at dawn. The lamp should be compact fluorescent lamp (CFL) tube with 4 pin or 2 pin type with rating of 11 watts 'E' or PL type with adequate preheating circuit must be provided. The light output from the lamp should be around 900+1-5 lumens. Folded electrode type battery position tubular plate low maintenance lead acid battery. The battery will have minimum rating of 12 volts 75AH. The inverter should have equal sine wave, sine way type frequency in rang of 20-30khz half wave operation is not acceptable. The photo voltaic module under STC should be minimum of 74watts battery over discharge deep discharge of shortcut. The pole should be made of mild steel with 5.5mts height and painted with enamel paint. [Approved rate]

12

46144

553728

... More
code388 - Providing 1 No of 11KV, 1250 Amps, 25KV MCVCB feeder panel at the Proposed Substation - 11KV, 25 KA, 500MVA 1250 Amps MCVCB Feeder panel with SCADA Compitable 110 DC

1

874902

874902.6

... More
code389 - Remote control Annotation panel I/C +4F

1

144570

144570.8

... More
code390 - 1.9 core 205 Sqmm copper cotrol cables

75

540

40556.25

... More
code391 - HT UG Cable, 11 Kv class XLDE 3 Cr 400 Sqmm including coiling etc

80

2571

205708.8

... More
code392 - Indoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type

1

4959

4959.45

... More
code393 - outdoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type

1

5518

5518.74

... More
code394 - RCC 11 KW DP Structure using 9 mtr RCC pole W/L 145 Kg

1

21555

21555.84

... More
code395 - 400 amps Double break GOS

1

21897

21897.8

... More
code396 - COYOTE conductor

50

143

7158.5

... More
code397 - Copper terminals 185 sqmm heavy long barrel

8

282

2257.76

... More
code398 - Guyset with No 15 strain insulator

2

1205

2410.2

... More
code399 - H frame mounting

1

4461

4461.96

... More
code400 - Labour Cost : Loading of 11KV Panel, power and control cable etc

3

2122

6368.49

... More
code401 - Unloadng of 11 Kv panel, power and control Cable Etc

3

2122

6368.49

... More
code402 - Erection alignment and fixing to the foundation, indoor/outdoor 11kv switch gear panel/ Unit including movement from the unload point of erection

1

2143

2143.43

... More
code403 - Wiring and assisting in testing and commissioning panel

1

969

969.23

... More
code404 - Testing and commissioning, identification of wires ferroing crimping and termination of wires for annumaciation etc testing of elays, CTS, DTC an breaker for operation for 11 kv panel

1

19543

19543.22

... More
code405 - Erection of annuciation panel

1

1952

1952.88

... More
code406 - Grounding of equipment by providing cast iron pipe of 100 mm dia ID 13 mm thickness, 2075 mtrs long with 2 pints clamp out of GI plates 50 x 6 mm counting welded alround the pipe using cast welding Electrode as per drawing the cost of eqecution (all materials to be supplied by the contractor)all the leads from earth mat and equipment should be connected to earth electrode through GI flat 50 x 6 mm of suitable length and welded as per specification

2

16771

33542.98

... More
code407 - Grounding of equipment with 50 x 6mm GI heat and connecting equipments to the earth mat/ground pit. Each point of eathing with all formation work like bending by welding (including of all T & P and consumable) to the work earth mat/ground pit/point of earth connection all the materials supplied by the contractor

5

224

1122.7

... More
code408 - Lathing of control panel

75

15

1158.75

... More
code409 - Formation of pot head for 3 x 400 sqmm 11 kv class x LPE UG Cable

1

2737

2737.74

... More
code410 - Erection of DP structure

1

5533

5533.16

... More
code411 - Fixing of GOS includingwiring

1

1250

1250.42

... More
code412 - Earth excavation in ordinary soil and removing the excavated earth with lead and lift dispoed earth, Leveled, excavated surface loaded and neatly Dressed etc, copmplete as per specification

10

269

2698.6

... More
code413 - Laying of power cable in the trench

75

68

5101.5

... More
code414 - Spreading and forming with sand alround the cable

75

15

1143

... More
code415 - Conveying the cable with tiles

10

4

45

... More
code416 - Fixing of Guyset with 2 break insulator making use of 7/3.15 mm (7/10 SWG galvonising steel wire from break and anchoring arrangments as per approved drawing (including excavation of pit)

2

610

1221.58

... More
code417 - Providing concrete to Grey sets with material and labour including necessary curving the complete (cost does not includes excavation)

2

848

1697.44

... More
code418 - Erection of "H" at amc for mounting GOS

1

332

332.69

... More
code419 - Miscellaneous Labour like letter writing of panel vermic proof drilling, cutting, grinding, welding rubber mate

1

2715

2715.08

... More
code420 - Switch gear foundation, Shelter to accordinate 11 Kv MCVCB Panel and illumination etc.

1

257500

257500



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