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
Civil And Construction
Building Construction
Opening Date28 Feb 2024
Closing Date30 Apr 2024
Tender Amount₹ 19,50,87,824.76
Costs
EMD
₹ 19,50,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Description
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Contact
Tender Id
KHB/2023-24/OW/WORK_INDENT177Tender No
KHB/2023-24/OW/WORK_INDENT177Tender Authority
Karnataka Housing Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
code04 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. 301
10610.5
89
946987.125
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
5658.93
107
606071.403
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.
29082.32
6
183218.616
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)
981
785
770477.4
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
72.6199
6288
456666.610155
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)
235.44
88
20765.808
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
147150
1
247212
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
42
6154
258470.1
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.
377
1102
415642.5
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)
90.72
107
9716.112
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
15.12
6288
95081.364
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
45.36
6985
316859.5584
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
7.26
82961
602300.853
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
201.6
88
17781.12
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.
29.53
168
4961.04
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
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
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
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
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
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
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
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
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
12812.89
107
1372260.519
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
21671.62
497
10785965.274
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
4804.83
2688
12915383.04
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
4907.38
2686
13185884.691
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
19736.21
55
1098320.0865
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
986.81
7955
7850912.3385
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
19736.21
12
248676.246
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
493.41
10659
5259553.236
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
48.5
6288
304989.825
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)
1616.54
486
785880.921
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
853.11
556
474755.715
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
1089.6
2322
2530704.96
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
234
5726
1340047.8
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.
234
2505
586240.2
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
7227.44
107
774058.824
code42 - 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.
1569.34
497
781060.518
code43 - 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
750.86
6288
4721745.567
code44 - 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
1680.72
8962
15064041.252
code45 - 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
98.12
82961
8140187.286
code46 - 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
2706.31
168
454660.08
code47 - 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
893.3
107
95672.43
code48 - 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.
466.94
497
232396.038
code49 - 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
84.62
6602
558734.8594
code50 - 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
244.73
7185
1758389.9446
code51 - 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 24.0m Deck Slab
111.06
10777
1196974.6938
code52 - 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.
71.16
82961
5903543.898
code53 - 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
224.71
168
37751.28
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. - All kinds of soils. Depth upto 1.50 m
7428.37
275
2043544.587
code55 - 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
3999.89
347
1390161.7695
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. - Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m
1980.9
476
944295.03
code57 - 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
1066.64
584
623824.404
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. - Hard rock (blasting prohibited) Depth upto 1.50 m
495.22
702
347867.289
code59 - 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
266.66
789
210554.736
code60 - 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
923.25
383
353835.5625
code61 - 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
13059.56
168
2194006.08
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 - 160 mm Dia
2811.17
647
1821216.4845
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 - 200 mm Dia
826.82
934
772663.29
code64 - 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
611.84
1436
878846.976
code65 - 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
3597
466
1676921.4
code66 - For supplying and fixing of specials like Elbows, Tees, Couplers, Saddle, reducers and Bend Etc.
327
935
305745
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. , 1.0M depth & SFRC cover & frame
6
30499
182996.1
code68 - 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
4
31007
124030.2
code69 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2M depth & SFRC cover & frame
3
32938
98815.5
code70 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.3M depth & SFRC cover & frame
4
36423
145693.8
code71 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.4M depth & SFRC cover & frame
2
38361
76723.5
code72 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame
5
40300
201500.25
code73 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6M depth & SFRC cover & frame
3
43646
130939.2
code74 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.7M depth & SFRC cover & frame
4
45584
182338.8
code75 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.8M depth & SFRC cover & frame
5
47132
235662
code76 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.9M depth & SFRC cover & frame
9
50869
457824.15
code77 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2M depth & SFRC cover & frame
53
63823
3382629.6
code78 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 3M depth & SFRC cover & frame
17
93781
1594290.6
code79 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 4M depth & SFRC cover & frame
10
124649
1246497
code80 - 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
327
8540
2792808.9
code81 - 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
4611.99
275
1268758.449
code82 - 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
1153
584
674332.05
code83 - 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
5764.99
168
968518.32
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 : 90mm
2420.08
466
1128241.296
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 : 160 mm
1555.77
1421
2211838.209
code86 - 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
760.6
2160
1643580.54
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: 80mm dia
14
10912
152777.1
code88 - 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
6
11428
68569.2
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 - 100mm dia
14
38932
545061.3
code90 - 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
6
30455
182731.5
code91 - 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.
20
5030
100611
code92 - 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.
20
3034
60690
code93 - 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
327
7145
2336496.75
code94 - For connection pipe length beyond 2.0 mtrs for every 1 mtr. or part thereof for Housing Connection
2289
992
2271260.25
code95 - 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
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: a) 0-50 Mtrs.
100
324
32445
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:b) 50-100Mtrs
100
406
40635
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: c) 100-150 Mtrs.
100
432
43260
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: d) 150-200 Mtrs.
100
501
50190
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: e) 200-250 Mtrs.
100
588
58800
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: f) 250-300 Mtrs.
100
622
62265
code102 - 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
code103 - 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
code104 - 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
code105 - 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
code106 - 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
code107 - 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
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. - HDPE Grade PE80-PN10.0,63mm dia
500
264
132300
code109 - 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
code110 - 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
code111 - 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
code112 - 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
code113 - 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
code114 - Supplying and Fixing of Shunt trip suitable for MCCB. CBCT
2
1400
2800
code115 - 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
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. 40X40X6mm
8
255
2040
code117 - 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
code118 - 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
code119 - 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
code120 - Supplying,fixing and wiring 3 Phase Digital Ammeter/Voltmeter
2
1185
2370
code121 - Supplying,fixing and wiring rotary selector switch suitable for voltmeter/ammeter(ammeter only)
2
165
330
code122 - Supplying and fixing HRC fuse units base on existing switch / panel board - to 63 Amps
2
250
500
code123 - 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
code124 - 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
code125 - 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
code126 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes - 10 sqmm
24
8
192
code127 - Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1KV class (metal only) - 25 mm dia
4
84
336
code128 - 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
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 75% in all kinds of soil Depth up to 3m
1073.47
107
114968.637
code130 - 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
code131 - 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
code132 - 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
code133 - 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
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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
45.98
7079
325497.018
code135 - 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
code136 - 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
code137 - 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
code138 - 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
code139 - Percentage Additionalities for Formwork, Centering & Scaffolding - RCC Beams, Lintels & Troughs of Aqueducts 60%
30.78
11141
342943.3728
code140 - 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
code141 - 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
code142 - 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
code143 - 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
code144 - 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
code145 - 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
code146 - 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
code147 - 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
code148 - 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
code149 - 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
code150 - 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
code151 - 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
code152 - 11KV, 3c x 400 Sqmm XLPE, UG Cable (Round Armoured ) 2 Run
0.1
2571362
257136.204
code153 - Cable termnation Kit Outdoor HS type suitable for 3C x 400 Sqmm Cable
2
5518
11037.48
code154 - Cable termnation Kit indoor HS type suitable for 3C x 400 Sqmm Cable
2
4959
9918.9
code155 - Cable Covering tiles 250 X 125 X 40mm
400
10
4224
code156 - Artificial/Manufacture sand
6
1839
11037.48
code157 - RCC hume pipes 2000 mm Long 150mm Dia
30
316
9486.3
code158 - Collars for RCC hume pipe
30
84
2533.8
code159 - GI pipe 150mm Dia for cable raisng
8
1909
15276.96
code160 - Route and joint indicating stones
2
136
273.98
code161 - Guy set complete with No 15 starin insulators and concreting materials
2
1205
2410.2
code162 - 11 kv 400 Amps Double break GOS
1
21897
21897.8
code163 - H frame for mounting Gos
1
4461
4461.96
code164 - Lightning arrestors metal oxide 9 KVA 5KN polymeric type with ground connector (set 3 No's)
1
4894
4894.56
code165 - Earthing mateials-pipe type for Jumps
1
1780
1780.87
code166 - Coyote ACSR conductor for jumps
9
143
1288.53
code167 - GI strips 25x6 mm with fixing materials
10
131
1318.4
code168 - Caution - Danger board
1
154
154.5
code169 - Anticlimbing Devices (12mtr GI Barbed wire)
4
91
366.68
code170 - Sprial earth electrode
2
246
492.34
code171 - Aluminium end terminals (lugs) 400 Sqmm
16
96
1549.12
code172 - Labour Charges: Erection of 9mtr long RCC pole DP structure
1
5533
5533.16
code173 - Laying of 3C X 400 Sqmm UG cable in existing trench
0.1
68021
6802.12
code174 - Making cable termination Kit Outdoor/Indoor
4
2737
10950.96
code175 - Covering the cable with tiles
0.1
4498
449.801
code176 - Refilling and consolidation
6
164
988.8
code177 - cable trench excavation : 1000X0.6X1M=600 Cmtr in ordinary soil
60
269
16191.6
code178 - Spreading sand and forming with sand round the cable
0.1
15254
1525.43
code179 - Laying of RCC hum pipes
60
71
4264.2
code180 - Laying of GI pipe
8
95
766.32
code181 - Laying of Route and joint indicating stones
2
119
238.96
code182 - Fixing of guyset with No-15 strain insulators
2
610
1221.58
code183 - Eretion of 11KV 400A D B Gos
1
1250
1250.42
code184 - Eretion of 'H' frame
1
332
332.69
code185 - Fixing of lightning arrestors
1
122
122.57
code186 - Fixing of Earthings
1
977
977.47
code187 - Fixing of caution-Danger boards
2
82
164.8
code188 - Fixing of Anticlimbing devices
4
43
173.04
code189 - Fixing of Sprial earth electrodes
2
95
191.58
code190 - Guy cocreting with boulders, mud and sand
2
257
515
code191 - Painting of 9mtr long RCC Poles of DP structure
2
988
1977.6
code192 - Concreting of 9mtr RCC poles:
a) Base concreting with CC 1:4:8, 500X650X150mm
2
321
642.72
code193 - b) Pole concreting with CC 1:2:4 and as per actuals
2
4629
9259.7
code194 - c) Pole coping with CC 1:2:4 and as per actuals
2
321
642.72
code195 - 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
code196 - Bed Concreting with CC 1:2:4
0.48
6430
3086.5392
code197 - Foundation with reinforcement CC 1:2:4
1.8
6430
11574.522
code198 - Providing reinforcement
30
75
2255.7
code199 - Providing plinth with CC 1:2:4
0.06
6430
385.8174
code200 - Construction of stone mesonary
0.43
6580
2829.6881
code201 - Supplying frame of M S channel 100X50mm and M S angle 40 x 40 X 5mm welding etc., complete
40
70
2801.6
code202 - Rod type earthing with 40mm dia 3mtr long MS rod
2
3214
6429.26
code203 - 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
code204 - 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
code205 - 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
code206 - Part-C, Laying of 11KV, 3X400 Sqmm XLPE UG cable from DP structure to compact RMU11 KV 3x400 Sqmm XLPE UG cable
0.5
2571362
1285681.02
code207 - Straight through Jointing Kit H S type suitable from 3x400 Sqmm cable
1
11276
11276.44
code208 - Cable termination Kit outdoor HS type suitable from 3x400 Sqmm cable
2
5518
11037.48
code209 - Cable termination Kit indoor HS type suitable from 3x400 Sqmm cable
2
4959
9918.9
code210 - Cable covering tiles 250x125x40mm
200
10
2112
code211 - Arificial/manufacture sand
40
1839
73583.2
code212 - RCC hume pipe, 2000 mm long, 150mm dia
15
316
4743.15
code213 - Collors for RCC hume pipe
15
84
1266.9
code214 - GI pipe, 150mm dia for cable raising
30
1909
57288.6
code215 - Route and Jointindicating stones
15
136
2054.85
code216 - Alluminium end terminals (lugs) 3x400 Sqmm
20
96
1936.4
code217 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600
400
269
107944
code218 - Laying of cable in trench
0.5
68021
34010.6
code219 - Refilling and consolidation
350
164
57680
code220 - Making of straight through Jointing Kit
1
2933
2933.44
code221 - Making Cable termination Kit
4
2737
10950.96
code222 - Covering the cable with tiles
0.5
4498
2249.005
code223 - Spreading sand and forming with sand round the cable
0.5
15254
7627.15
code224 - Laying of RCC hume pipe
30
71
2132.1
code225 - Laying of GI pipe
30
95
2873.7
code226 - Laying of route and joint indicating stones
15
119
1792.2
code227 - 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
12
18233
218796.72
code228 - Single pole transformer structure kit with 3 H frames without transformer seating and seating angle support cross arms for 100 KVA (UG Cable) MS
12
21705
260462.28
code229 - HT angle top supports with bolts, nuts and washers
108
144
15573.6
code230 - 11 KV 5 KN polymeric pin insulators (24mm dia FRP rod)
108
211
22804.2
code231 - Rabbit ACSR conductors for jump
600
47
28572
code232 - Alkaline tube 19mm Dia and in coils of 30 mtr
24
532
12780.24
code233 - GI wire 10 SWG
60
81
4894.2
code234 - Guywire 7/10 SWG
120
79
9546
code235 - GI pipe 100 mm dia
120
1272
152646
code236 - PVC pipe, 150mm dia
240
523
125577.6
code237 - PVC bend 150 mm dia
96
188
18095.04
code238 - PVC pipe 25mm dia
480
26
12854.4
code239 - 11 KV solid core type HG fuse unit (set/3 Nos)
12
1101
13212.84
code240 - 11 KV 200 amps single break GOS
12
9733
116802
code241 - Earthing materials pipe type for grounding (single electrode with accessaries)
36
1780
64111.32
code242 - 11 KV lightning arrestors, metaloxide 9 Kv, 5KN polymeric type with ground connectors (set/3 No)
12
4894
58734.72
code243 - Horizantal cross arms
48
383
18391.68
code244 - M S fish plate
108
80
8676.72
code245 - Caution / Danger board
12
154
1854
code246 - Anticlimbing devices (12m GI barned wire)
24
91
2200.08
code247 - PVC insulation tape rolls of 10 mtr
36
15
556.2
code248 - Labour Charges: Erection of spun pole 11 mtr long
12
4582
54989.64
code249 - Erection of single pole tranformer structure
12
2947
35374.32
code250 - Fixing of HT single top supports
108
144
15573.6
code251 - Concreting Materials for 11 Mtr spun pole
a) Base concreting 1:4:8 1000x1000x2500 mm
12
964
11568.96
code252 - b) Pole concreting 1:2:4 1000x1000x2500 mm
12
16076
192914.88
code253 - c) Pole Coping 1:2:4 and as per actuals
12
2443
29317.92
code254 - Fixing of 11 KV solid core type HG fus unit
12
244
2929.32
code255 - Fixing of 11 KV 200 Amps single break GOS
12
1137
13645.44
code256 - Fixing of earthings
36
977
35188.92
code257 - Fixing of 11 KV lightning arrestors
12
119
1433.76
code258 - Fixing of caution / danger board
12
82
988.8
code259 - Fixing of anti climbing devices
24
43
1038.24
code260 - Construction of platform (1.5x1.5x1.2mt) in size stone mesonary including cost of material and labour
12
31271
375261.96
code261 - 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
540
1016
548969.4
code262 - Part-E, Laying of 11KV, 3X240 Sqmm XLPE UG cable from RMU to tramsformer structure - 11 KV 3x240 Sqmm XLPE UG cable
2.5
1705729
4264323.6
code263 - Straight through Jointing Kit H S type suitable from 3x240 Sqmm cable
8
9075
72602.64
code264 - Cable termination Kit outdoor HS type suitable from 3x240 Sqmm cable
24
5477
131460.96
code265 - Cable termination Kit indoor HS type suitable from 3x240 Sqmm cable
24
4831
115961.52
code266 - Cable covering tiles 250x125x40mm
10000
10
105600
code267 - Arificial/manufacture sand
300
1839
551874
code268 - RCC hume pipe, 2000 mm long, 150mm dia
75
316
23715.75
code269 - Collors for RCC hume pipe
75
84
6334.5
code270 - GI pipe, 150mm dia for cable raising
525
1272
667826.25
code271 - Route and Jointindicating stones
100
136
13699
code272 - Alluminium end terminals (lugs) 3x240 Sqmm
148
62
9298.84
code273 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil
1500
269
404790
code274 - Laying of cable in existing trench
2.5
66077
165193.975
code275 - Refilling and consolidation
1375
164
226600
code276 - Making of straight through Jointing Kit
8
2933
23467.52
code277 - Making Cable termination
48
2737
131411.52
code278 - Covering the cable with tiles
2.5
4494
11237.3
code279 - Spreading sand and forming with sand round the cable
2.5
15254
38135.75
code280 - Laying of RCC hume pipe
150
71
10660.5
code281 - Laying of GI pipe
525
95
50289.75
code282 - Laying of route and joint indicating stones
100
119
11948
code283 - 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
3.5
470595
1647084.845
code284 - Straight through Jointing Kit suitable for 1.1 KV class 3x120 Sqmm UG cable
20
1713
34278.4
code285 - Cable termination Kit o(Pole head) suitable from 3x120 Sqmm cable
304
393
119611.84
code286 - Cable covering tiles 250x125x40mm
10500
10
110880
code287 - Arificial/manufacture sand
194
1839
356878.52
code288 - RCC hume pipe, 2000 mm long, 150mm dia
85
316
26877.85
code289 - Collors for RCC hume pipe
85
84
7179.1
code290 - GI pipe, 150mm dia for cable raising
42
1272
53426.1
code291 - Route and Jointindicating stones
52
136
7123.48
code292 - Alluminium end terminals (lugs) 3x120 Sqmm cable
884
20
18210.4
code293 - 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
36
64419
2319094.44
code294 - Labour Charges:Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil
1840
269
496542.4
code295 - Laying of cable in existing trench 3.5 x 120 Sqmm
3.5
33246
116362.19
code296 - Refilling the cable trench with available earth from trench excavation including watering and consolidation
1620
164
266976
code297 - Making of straight through Jointing Kit
20
391
7828
code298 - Making Cable termination
304
244
74209.44
code299 - Covering the cable with tiles
3.5
4494
15732.22
code300 - Spreading sand and forming with sand round the cable
3.5
15254
53390.05
code301 - Laying of RCC hume pipe
170
71
12081.9
code302 - Laying of GI pipe
42
95
4023.18
code303 - Laying of route and joint indicating stones
52
119
6212.96
code304 - Erection of LT feeder pillar Box including civil works like soil excavtion and concreting etc., complete : 12 way
36
1368
49279.32
code305 - 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)
170
15965
2714050
code306 - 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
170
1504
255821.1
code307 - 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
170
4144
704602.4
code308 - 1.1 KV xLPE or heat resistant PVC insultated PVC exutrusted inner sheath armoured LT UG cable 4 core x 16 Sqmm
5100
146
745110
code309 - Providing and laying in position 100 mm dia stone ware pipe in existing trench
5100
221
1129395
code310 - 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
590
345
203579.5
code311 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
40
120
4820.4
code312 - 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
170
333
56732.4
code313 - 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.
32
718
23006.08
code314 - Supply and wrapping the conductor with camabrick tape roll
25
121
3038.5
code315 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
1560
2
3213.6
code316 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core 4 Sqmm
3400
64
220626
code317 - 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
15
6163
92452.8
code318 - PVC pipe 40mm dia
190
61
11742
code319 - PVC insulated wire 25 Sqmm single core Multistranded
705
45
32190.3
code320 - 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
5100
78
399228
code321 - Labour charges for laying of 1.1 KV Class UG cable in existing trench
5100
12
62322
code322 - 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
15
980
14708.4
code323 - 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
2
252350
504700
code324 - 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
2
50758
101516.8
code325 - Providing cement concrete to high mast with material and labour including neccesary curing etc., cmplete
2
17575
35151.84
code326 - Supply and fixing of foundation bolts manufactured out of special steel along with bolts ,nuts ,washers, and another plates,templates etc., (approved rate)
2
11536
23072
code327 - 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)
2
51912
103824
code328 - 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
12
12864
154376.4
code329 - Fixing of LED flood light fitting over the existing pole including clamps, bolt nuts washers and wiring using suitable capacity wires
12
166
2002.32
code330 - 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
100
143
14374
code331 - Laying of LT UG cable in existing trench
100
21
2152
code332 - 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
100
78
7828
code333 - 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
20
391
7828
code334 - 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
2
360
721
code335 - Supplying tinned Alluminium lugs and crimping and wiring to terminal points for wire of 3.5C x 25 sqmm UG cable
16
3
49.44
code336 - supplying and fixing heavy duty cable glands suitable for UG cables of 1.1 KV class (metal only ) 45 mm dia
3
199
599.46
code337 - 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
2
4383
8767.36
code338 - Suppling and running of GI strips for grounding connections, using necessary fixing materials as required 25x6mm GI strips
50
131
6592
code339 - 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
20
15965
319300
code340 - 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
20
2405
48101
code341 - 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
40
6171
246870.4
code342 - 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
600
146
87660
code343 - Providing and laying inposion 100 mm dia stone ware pipe in existing trench.
550
221
121797.5
code344 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
8
345
2760.4
code345 - 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
40
120
4820.4
code346 - 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
1
333
333.72
code347 - 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
code348 - Supply and wrapping the conductor with camabrick tape roll
roll
5
718
3594.7
code349 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
100
2
206
code350 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core
400
64
25956
code351 - 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
code352 - PVC pipe 40mm dia
10
61
618
code353 - PVC insulated wire 25 Sqmm single core Multistranded
25
45
1141.5
code354 - 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
600
78
46968
code355 - Labour charges for laying of 1.1kv class UG cable in existing trench
600
12
7332
code356 - 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
code357 - 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]
10
46144
461440
code358 - 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
code359 - Remote control Annotation panel I/C +4F
1
144570
144570.8
code360 - 1.9 core 205 Sqmm copper cotrol cables
75
540
40556.25
code361 - HT UG Cable, 11 Kv class XLDE 3 Cr 400 Sqmm including coiling etc
80
2571
205708.8
code362 - Indoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
4959
4959.45
code363 - outdoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
5518
5518.74
code364 - RCC 11 KW DP Structure using 9 mtr RCC pole W/L 145 Kg
1
21555
21555.84
code365 - 400 amps Double break GOS
1
21897
21897.8
code366 - COYOTE conductor
50
143
7158.5
code367 - Copper terminals 185 sqmm heavy long barrel
8
282
2257.76
code368 - Guyset with No 15 strain insulator
2
1205
2410.2
code369 - H frame mounting
1
4461
4461.96
code370 - Labour Cost :
Loading of 11KV Panel, power and control cable etc
3
2122
6368.49
code371 - Unloadng of 11 Kv panel, power and control Cable Etc
3
2122
6368.49
code372 - 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
code373 - Wiring and assisting in testing and commissioning panel
1
969
969.23
code374 - 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
code375 - Erection of annuciation panel
1
1952
1952.88
code376 - 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
code377 - 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
code378 - Lathing of control panel
75
15
1158.75
code379 - Formation of pot head for 3 x 400 sqmm 11 kv class x LPE UG Cable
1
2737
2737.74
code380 - Erection of DP structure
1
5533
5533.16
code381 - Fixing of GOS includingwiring
1
1250
1250.42
code382 - 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
code383 - Laying of power cable in the trench
75
68
5101.5
code384 - Spreading and forming with sand alround the cable
75
15
1143
code385 - Conveying the cable with tiles
10
4
45
code386 - 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
code387 - Providing concrete to Grey sets with material and labour including necessary curving the complete (cost does not includes excavation)
2
848
1697.44
code388 - Erection of "H" at amc for mounting GOS
1
332
332.69
code389 - Miscellaneous Labour like letter writing of panel vermic proof drilling, cutting, grinding, welding rubber mate
1
2715
2715.08
code390 - Switch gear foundation, Shelter to accordinate 11 Kv MCVCB Panel and illumination etc.
1
257500
257500
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