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.
Costs
EMD
₹ 20,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Description
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Contact
Tender Id
KHB/2023-24/OW/WORK_INDENT176/CALL-2Bid Award Id
ViewTender No
KHB/2023-24/OW/WORK_INDENT176/CALL-2Tender 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
10994.47
89
981256.4475
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
5863.72
107
628004.412
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.
28785.73
6
181350.099
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)
1311
785
1029659.4
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
97.34
6288
612117.723
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)
314.64
88
27751.248
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
196650
1
330372
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
46
6154
283086.3
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.
487
1102
536917.5
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)
82.94
107
8882.874
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
13.82
6288
86906.379
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
41.47
6985
289686.1968
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
6.64
82961
550864.692
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
184.32
88
16257.024
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.
27
168
4536
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.
64.4023
404
26034.629775
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
11927.53
107
1277438.463
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
23147.66
497
11520590.382
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
4472.82
2688
12022940.16
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
4444.11
2686
11941101.3645
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
17572.74
55
977922.981
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
878.64
7955
6990328.044
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
17572.74
12
221416.524
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
439.32
10659
4682975.472
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
23.73
6288
149224.9185
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)
790.98
486
384534.927
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
805.38
556
448193.97
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
1008
2322
2341180.8
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
244
5726
1397314.8
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.
244
2505
611293.2
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
7182.09
107
769201.839
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.
1650.06
497
821234.862
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
711.93
6288
4476936.2085
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
1549.39
8962
13886950.1615
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
86.88
82961
7207699.464
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
2601.6
168
437068.8
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
932.18
107
99836.478
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.
149.21
497
74261.817
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
88.43
6602
583891.7941
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
256.44
7185
1842526.5288
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
115.62
10777
1246121.1426
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.
74.41
82961
6173168.9355
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
227.7
168
38253.6
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
8424.31
275
2317527.681
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
4536.17
347
1576545.8835
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
2246.48
476
1070897.016
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
1209.64
584
707457.954
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
561.62
702
394509.969
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
302.41
789
238782.936
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
1085.5
383
416017.875
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
14780.2
168
2483073.6
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
2953.09
647
1913159.3565
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
868.56
934
811669.32
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
521.13
1436
748551.132
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
4807
466
2241023.4
code66 - For supplying and fixing of specials like Elbows, Tees, Couplers, Saddle, reducers and Bend Etc.
437
935
408595
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
9
30499
274494.15
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
3
31007
93022.65
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
2
36423
72846.9
code71 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.4M depth & SFRC cover & frame
4
38361
153447
code72 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame
2
40300
80600.1
code73 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6M depth & SFRC cover & frame
4
43646
174585.6
code74 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.7M depth & SFRC cover & frame
3
45584
136754.1
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
11
50869
559562.85
code77 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2M depth & SFRC cover & frame
57
63823
3637922.4
code78 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 3M depth & SFRC cover & frame
28
93781
2625890.4
code79 - INSPECTION CHAMBER - Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete.Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. 110 mm dia
437
8540
3732285.9
code80 - Water Supply : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils Depth upto 1.50m at 80 % of total qty
5293.25
275
1456173.075
code81 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m at 20 % of total qty
1323.31
584
773937.8535
code82 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
6616.56
168
1111582.08
code83 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 90mm
2541.99
466
1185075.738
code84 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 160 mm
1634.14
1421
2323256.838
code85 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 200mm
798.91
2160
1726364.619
code86 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 80mm dia
14
10912
152777.1
code87 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 100mm dia
8
11428
91425.6
code88 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 - 100mm dia
8
38932
311463.6
code89 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 - 80mm dia
14
30455
426373.5
code90 - Valve chamber - Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.
22
5030
110672.1
code91 - Supply & fixing RCC Pre-cast Cover Slab of size 0.8 m x 0.8 m x 0.2m of M25-Design mix concrete with 12 mm steel @ 120 mm c/c both ways, over Gate valve extension spindle with central opening along with lid for smooth operation with appurtenances., complete with all lead and lifts.
22
3034
66759
code92 - Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for following diameters: (for minimum length of 2m) INDIVIDUAL CONNECTION - 25MM
437
7145
3122474.25
code93 - For connection pipe length beyond 2.0 mtrs for every 1 mtr. or part thereof for Housing Connection
3059
992
3035292.75
code94 - BOREWELL - Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1)Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a)Above 20 M and upto 30 M - 15%, b)Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2)A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test - Geophysical investigation
2
5552
11104.8
code95 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 0-50 Mtrs.
100
324
32445
code96 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for:b) 50-100Mtrs
100
406
40635
code97 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: c) 100-150 Mtrs.
100
432
43260
code98 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: d) 150-200 Mtrs.
100
501
50190
code99 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: e) 200-250 Mtrs.
100
588
58800
code100 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: f) 250-300 Mtrs.
100
622
62265
code101 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: g)300-350Mtrs.
100
691
69195
code102 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty - Casing
100
2029
202965
code103 - Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge
2
172
344.4
code104 - Raising Main from Bore well to main Connection - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50m
720
275
198072
code105 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
720
168
120960
code106 - Providing,supplying to work site,fixing of Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work.7.50 HP - 13.15.7) 7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00"
2
42850
85701
code107 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. - HDPE Grade PE80-PN10.0,63mm dia
500
264
132300
code108 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.
For Grade PE80 PN10.0 : (For Raising Main) - HDPE Grade PE80-PN10.0,90mm dia
1500
466
699300
code109 - Supply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves confoming to DIN 335 / IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral Seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried operation wiht the gear box sealed and lubricated for life time operation. DI double flanged wafer type butterfly valves. - 50mm dia
2
14217
28434
code110 - Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments - Size 50 mm
2
1312
2625
code111 - Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments - Size 63 mm
2
436
873.6
code112 - PART-B (ELC. ITEMS) Main Panel - Fabricating supplying and mounting MS box made out 16 SWG suitable for floor/wall mounting,fully weather proof with provision for better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 tanks treatment with power coated paint and finally finished with approved colour etc., complete.
50000
-
20000
code113 - Supplying and Fixing of Shunt trip suitable for MCCB. CBCT
2
1400
2800
code114 - Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve,indicator ON/OFF,energy cross-3 with short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 40Amps TPN
2
2374
4748
code115 - Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40X40X6mm
8
255
2040
code116 - Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50X100X50X6mm C channel
6
630
3780
code117 - Supplying fully automatic star -dealt starter unit push button type with suitable wires 3 contactors one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor . - Upto 12.5 HP
2
6400
12800
code118 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C.50 Hz 12/24v D.C.
6
430
2580
code119 - Supplying,fixing and wiring 3 Phase Digital Ammeter/Voltmeter
2
1185
2370
code120 - Supplying,fixing and wiring rotary selector switch suitable for voltmeter/ammeter(ammeter only)
2
165
330
code121 - Supplying and fixing HRC fuse units base on existing switch / panel board - to 63 Amps
2
250
500
code122 - Supplying,fixing and wiring heavy duty low voltage capacitors conforming to IS 2834.3 phase,400/440 volts grade,for power factor improvement of rotating machinery.like induction motor.Cost per KVAR.
2
400
800
code123 - Fixing a shunt capacitor of …..KVAR capacity with necessary clamps , bolts , and nuts on existing wooden or metal board including banking of more than one capacitor. - UP to 5 KVAR
2
133
266
code124 - Supplying …..amps rated 3phase with netural bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6 mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts,nuts and washers etc.,complete. 100Amps 4x30x6mm Alluminium Strips
8
2050
16400
code125 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes - 10 sqmm
24
8
192
code126 - Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1KV class (metal only) - 25 mm dia
4
84
336
code127 - Supplying and drawing 3 coreflat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to IS:8130-1984 and viring grade PVC insulation and power coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. - 3C X 4.0 Sq.mm(250*1RUN)
600
140
84000
code128 - OHT - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 75% in all kinds of soil Depth 3 m to 6 m a) -do- inordinary / all soils / hard soil
566.66
122
69614.181
code129 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 15% In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m
113.33
486
55095.3795
code130 - Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.
In Hard Rock (blasting prohibited) Depth exceeding 3 m, but not exceeding 4.50 m
75.55
1255
94875.69
code131 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
566.7
168
95205.6
code132 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
46.07
7081
326230.884
code133 - SRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 2.10.2
110.57
2816
311376.177
code134 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.
142.77
7810
1115049.4047
code135 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a) Shaft b) RCC M35 Design Mix with 20mm aggregate for level upto 6 m height & steps
130.52
12944
1689557.9064
code136 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a) Shaft RCC M35 Design Mix with 20mm aggregate for level upto 5 to 10m height & Steps
30.55
21473
656005.3435
code137 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a) Shaft RCC M35 Design Mix with 20mm aggregate for level upto 10 to 15m height & Steps
9.12
21625
197224.1952
code138 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Bottom ring Beam & Bottom Dome
145.53
20864
3036337.92
code139 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Top Dome
29.51
21625
638167.3246
code140 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.
34.27
93284
3196846.107
code141 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.
40.85
93284
3810655.485
code142 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.
34.93
93284
3258413.613
code143 - Suppiying, fitting and placing TMT SE 550 / 550D Steel Reinforcement Including cost of all materials, machinery labour, cleaning, straghtening, cutting, bending, hooking, laping/welding joints, tying with binding wire/ soft anneated steel wire and other ancilary operations complete as per drawing and technical specification.
7.08
93284
660451.428
code144 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:a) 65x65x8 mm angle iron
28
4595
128683.8
code145 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: b) 65x65x10 mm angle iron
14
5041
70574.7
code146 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel.2)For tanks above 2.5 lakh litres and upto 5 lakh litres capacity
2
9585
19170.9
code147 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
2
2247
4494
code148 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:1)M.S Guage sheet 0 to 1.5 Mtr depth
3
3919
11758.95
code149 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:2)M.S Guage sheet 0 to 2 Mtr depth
3
5080
15242.85
code150 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:3)M.S Guage sheet 0 to 2.5 Mtr depth
6
6255
37535.4
code151 - Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .150mm
3
2487
7462.35
code152 - Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete.
15
5048
75726
code153 - Supplying, of DI flanged pipe conforming to IS 8329 : 2000 with latest amendments with Cement Mortar Lining (CML) with Portland Slag Cement as per IS 455:1989 and Metallic Zinc Coating as per annexure A of IS 8329 with finishing layer of Bituminous Coating as per Annex C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with all lead and lifts etc., complete. For PN 10: 100mm
18
4904
88281.9
code154 - Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for:3)For tanks upto 12 Mtr staging
1
12106
12106.5
code155 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for:
219.28
205
45127.824
code156 - Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)
65.8
1393
91682.43
code157 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: (a) -do- 12mm thick for exposed surface (outside) 4)For tanks above 12 Mtr. Upto 15 Mtr. Staging
219.28
393
86341.5
code158 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: (b) -do- 12mm thick for inside surface (inside) 4)For tanks above 12 Mtr. Upto 15 Mtr. Staging
219.28
393
86341.5
code159 - 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
code160 - 11KV, 3c x 400 Sqmm XLPE, UG Cable (Round Armoured ) 2 Run
0.1
2571362
257136.204
code161 - Cable termnation Kit Outdoor HS type suitable for 3C x 400 Sqmm Cable
2
5518
11037.48
code162 - Cable termnation Kit indoor HS type suitable for 3C x 400 Sqmm Cable
2
4959
9918.9
code163 - Cable Covering tiles 250 X 125 X 40mm
400
10
4224
code164 - Artificial/Manufacture sand
6
1839
11037.48
code165 - RCC hume pipes 2000 mm Long 150mm Dia
30
316
9486.3
code166 - Collars for RCC hume pipe
30
84
2533.8
code167 - GI pipe 150mm Dia for cable raisng
8
1909
15276.96
code168 - Route and joint indicating stones
2
136
273.98
code169 - Guy set complete with No 15 starin insulators and concreting materials
2
1205
2410.2
code170 - 11 kv 400 Amps Double break GOS
1
21897
21897.8
code171 - H frame for mounting Gos
1
4461
4461.96
code172 - Lightning arrestors metal oxide 9 KVA 5KN polymeric type with ground connector (set 3 No's)
1
4894
4894.56
code173 - Earthing mateials-pipe type for Jumps
1
1780
1780.87
code174 - Coyote ACSR conductor for jumps
9
143
1288.53
code175 - GI strips 25x6 mm with fixing materials
10
131
1318.4
code176 - Caution - Danger board
1
154
154.5
code177 - Anticlimbing Devices (12mtr GI Barbed wire)
4
91
366.68
code178 - Sprial earth electrode
2
246
492.34
code179 - Aluminium end terminals (lugs) 400 Sqmm
16
96
1549.12
code180 - Labour Charges: Erection of 9mtr long RCC pole DP structure
1
5533
5533.16
code181 - Laying of 3C X 400 Sqmm UG cable in existing trench
0.1
68021
6802.12
code182 - Making cable termination Kit Outdoor/Indoor
4
2737
10950.96
code183 - Covering the cable with tiles
0.1
4498
449.801
code184 - Refilling and consolidation
6
164
988.8
code185 - cable trench excavation : 1000X0.6X1M=600 Cmtr in ordinary soil
60
269
16191.6
code186 - Spreading sand and forming with sand round the cable
0.1
15254
1525.43
code187 - Laying of RCC hum pipes
60
71
4264.2
code188 - Laying of GI pipe
8
95
766.32
code189 - Laying of Route and joint indicating stones
2
119
238.96
code190 - Fixing of guyset with No-15 strain insulators
2
610
1221.58
code191 - Eretion of 11KV 400A D B Gos
1
1250
1250.42
code192 - Eretion of 'H' frame
1
332
332.69
code193 - Fixing of lightning arrestors
1
122
122.57
code194 - Fixing of Earthings
1
977
977.47
code195 - Fixing of caution-Danger boards
2
82
164.8
code196 - Fixing of Anticlimbing devices
4
43
173.04
code197 - Fixing of Sprial earth electrodes
2
95
191.58
code198 - Guy cocreting with boulders, mud and sand
2
257
515
code199 - Painting of 9mtr long RCC Poles of DP structure
2
988
1977.6
code200 - Concreting of 9mtr RCC poles:
a) Base concreting with CC 1:4:8, 500X650X150mm
2
321
642.72
code201 - b) Pole concreting with CC 1:2:4 and as per actuals
2
4629
9259.7
code202 - c) Pole coping with CC 1:2:4 and as per actuals
2
321
642.72
code203 - 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
code204 - Bed Concreting with CC 1:2:4
0.48
6430
3086.5392
code205 - Foundation with reinforcement CC 1:2:4
1.8
6430
11574.522
code206 - Providing reinforcement
30
75
2255.7
code207 - Providing plinth with CC 1:2:4
0.06
6430
385.8174
code208 - Construction of stone mesonary
0.43
6580
2829.6881
code209 - Supplying frame of M S channel 100X50mm and M S angle 40 x 40 X 5mm welding etc., complete
40
70
2801.6
code210 - Rod type earthing with 40mm dia 3mtr long MS rod
2
3214
6429.26
code211 - 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
code212 - 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
code213 - 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
code214 - 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
code215 - Straight through Jointing Kit H S type suitable from 3x400 Sqmm cable
1
11276
11276.44
code216 - Cable termination Kit outdoor HS type suitable from 3x400 Sqmm cable
2
5518
11037.48
code217 - Cable termination Kit indoor HS type suitable from 3x400 Sqmm cable
2
4959
9918.9
code218 - Cable covering tiles 250x125x40mm
200
10
2112
code219 - Arificial/manufacture sand
40
1839
73583.2
code220 - RCC hume pipe, 2000 mm long, 150mm dia
15
316
4743.15
code221 - Collors for RCC hume pipe
15
84
1266.9
code222 - GI pipe, 150mm dia for cable raising
30
1909
57288.6
code223 - Route and Jointindicating stones
15
136
2054.85
code224 - Alluminium end terminals (lugs) 3x400 Sqmm
20
96
1936.4
code225 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600
400
269
107944
code226 - Laying of cable in trench
0.5
68021
34010.6
code227 - Refilling and consolidation
350
164
57680
code228 - Making of straight through Jointing Kit
1
2933
2933.44
code229 - Making Cable termination Kit
4
2737
10950.96
code230 - Covering the cable with tiles
0.5
4498
2249.005
code231 - Spreading sand and forming with sand round the cable
0.5
15254
7627.15
code232 - Laying of RCC hume pipe
30
71
2132.1
code233 - Laying of GI pipe
30
95
2873.7
code234 - Laying of route and joint indicating stones
15
119
1792.2
code235 - 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
17
18233
309962.02
code236 - Single pole transformer structure kit with 3 H frames without transformer seating and seating angle support cross arms for 100 KVA (UG Cable) MS
17
21705
368988.23
code237 - HT angle top supports with bolts, nuts and washers
153
144
22062.6
code238 - 11 KV 5 KN polymeric pin insulators (24mm dia FRP rod)
153
211
32305.95
code239 - Rabbit ACSR conductors for jump
850
47
40477
code240 - Alkaline tube 19mm Dia and in coils of 30 mtr
34
532
18105.34
code241 - GI wire 10 SWG
85
81
6933.45
code242 - Guywire 7/10 SWG
170
79
13523.5
code243 - GI pipe 100 mm dia
170
1272
216248.5
code244 - PVC pipe, 150mm dia
340
523
177901.6
code245 - PVC bend 150 mm dia
136
188
25634.64
code246 - PVC pipe 25mm dia
680
26
18210.4
code247 - 11 KV solid core type HG fuse unit (set/3 Nos)
17
1101
18718.19
code248 - 11 KV 200 amps single break GOS
17
9733
165469.5
code249 - Earthing materials pipe type for grounding (single electrode with accessaries)
51
1780
90824.37
code250 - 11 KV lightning arrestors, metaloxide 9 Kv, 5KN polymeric type with ground connectors (set/3 No)
17
4894
83207.52
code251 - Horizantal cross arms
68
383
26054.88
code252 - M S fish plate
153
80
12292.02
code253 - Caution / Danger board
17
154
2626.5
code254 - Anticlimbing devices (12m GI barned wire)
34
91
3116.78
code255 - PVC insulation tape rolls of 10 mtr
51
15
787.95
code256 - Labour Charges: Erection of spun pole 11 mtr long
17
4582
77901.99
code257 - Erection of single pole tranformer structure
17
2947
50113.62
code258 - Fixing of HT single top supports
153
144
22062.6
code259 - Concreting Materials for 11 Mtr spun pole
a) Base concreting 1:4:8 1000x1000x2500 mm
17
964
16389.36
code260 - b) Pole concreting 1:2:4 1000x1000x2500 mm
17
16076
273296.08
code261 - c) Pole Coping 1:2:4 and as per actuals
17
2443
41533.72
code262 - Fixing of 11 KV solid core type HG fus unit
17
244
4149.87
code263 - Fixing of 11 KV 200 Amps single break GOS
17
1137
19331.04
code264 - Fixing of earthings
51
977
49850.97
code265 - Fixing of 11 KV lightning arrestors
17
119
2031.16
code266 - Fixing of caution / danger board
17
82
1400.8
code267 - Fixing of anti climbing devices
34
43
1470.84
code268 - Construction of platform (1.5x1.5x1.2mt) in size stone mesonary including cost of material and labour
17
31271
531621.11
code269 - 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
765
1016
777706.65
code270 - Part-E, Laying of 11KV, 3X240 Sqmm XLPE UG cable from RMU to tramsformer structure - 11 KV 3x240 Sqmm XLPE UG cable
3
1705729
5117188.32
code271 - Straight through Jointing Kit H S type suitable from 3x240 Sqmm cable
9
9075
81677.97
code272 - Cable termination Kit outdoor HS type suitable from 3x240 Sqmm cable
34
5477
186236.36
code273 - Cable termination Kit indoor HS type suitable from 3x240 Sqmm cable
34
4831
164278.82
code274 - Cable covering tiles 250x125x40mm
1200
10
12672
code275 - Arificial/manufacture sand
360
1839
662248.8
code276 - RCC hume pipe, 2000 mm long, 150mm dia
90
316
28458.9
code277 - Collors for RCC hume pipe
90
84
7601.4
code278 - GI pipe, 150mm dia for cable raising
638
1272
811567.9
code279 - Route and Jointindicating stones
120
136
16438.8
code280 - Alluminium end terminals (lugs) 3x240 Sqmm
168
62
10555.44
code281 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil
1800
269
485748
code282 - Laying of cable in existing trench
3
66077
198232.77
code283 - Refilling and consolidation
1650
164
271920
code284 - Making of straight through Jointing Kit
9
2933
26400.96
code285 - Making Cable termination
68
2737
186166.32
code286 - Covering the cable with tiles
3
4494
13484.76
code287 - Spreading sand and forming with sand round the cable
3
15254
45762.9
code288 - Laying of RCC hume pipe
180
71
12792.6
code289 - Laying of GI pipe
638
95
61114.02
code290 - Laying of route and joint indicating stones
120
119
14337.6
code291 - 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
4.5
470595
2117680.515
code292 - Straight through Jointing Kit suitable for 1.1 KV class 3x120 Sqmm UG cable
28
1713
47989.76
code293 - Cable termination Kit o(Pole head) suitable from 3x120 Sqmm cable
400
393
157384
code294 - Cable covering tiles 250x125x40mm
13500
10
142560
code295 - Arificial/manufacture sand
250
1839
459895
code296 - RCC hume pipe, 2000 mm long, 150mm dia
110
316
34783.1
code297 - Collors for RCC hume pipe
110
84
9290.6
code298 - GI pipe, 150mm dia for cable raising
60
1272
76323
code299 - Route and Jointindicating stones
70
136
9589.3
code300 - Alluminium end terminals (lugs) 3x120 Sqmm cable
1140
20
23484
code301 - 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
51
64419
3285383.79
code302 - Labour Charges:Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil
2365
269
638218.9
code303 - Laying of cable in existing trench 3.5 x 120 Sqmm
4.5
33246
149608.53
code304 - Refilling the cable trench with available earth from trench excavation including watering and consolidation
2090
164
344432
code305 - Making of straight through Jointing Kit
28
391
10959.2
code306 - Making Cable termination
400
244
97644
code307 - Covering the cable with tiles
4.5
4494
20227.14
code308 - Spreading sand and forming with sand round the cable
4.5
15254
68644.35
code309 - Laying of RCC hume pipe
220
71
15635.4
code310 - Laying of GI pipe
60
95
5747.4
code311 - Laying of route and joint indicating stones
70
119
8363.6
code312 - Erection of LT feeder pillar Box including civil works like soil excavtion and concreting etc., complete : 12 way
51
1368
69812.37
code313 - 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)
180
15965
2873700
code314 - 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
130
1504
195627.9
code315 - 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
130
4144
538813.6
code316 - 1.1 KV xLPE or heat resistant PVC insultated PVC exutrusted inner sheath armoured LT UG cable 4 core x 16 Sqmm
5400
146
788940
code317 - Providing and laying in position 100 mm dia stone ware pipe in existing trench
5400
221
1195830
code318 - 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
625
345
215656.25
code319 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
42
120
5061.42
code320 - 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
180
333
60069.6
code321 - 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.
35
718
25162.9
code322 - Supply and wrapping the conductor with camabrick tape roll
28
121
3403.12
code323 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
1660
2
3419.6
code324 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core 4 Sqmm
3600
64
233604
code325 - 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
16
6163
98616.32
code326 - PVC pipe 40mm dia
210
61
12978
code327 - PVC insulated wire 25 Sqmm single core Multistranded
750
45
34245
code328 - 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
5400
78
422712
code329 - Labour charges for laying of 1.1 KV Class UG cable in existing trench
5400
12
65988
code330 - 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
16
980
15688.96
code331 - 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
code332 - 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
code333 - Providing cement concrete to high mast with material and labour including neccesary curing etc., cmplete
2
17575
35151.84
code334 - 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
code335 - 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
code336 - 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
code337 - 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
code338 - 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
code339 - Laying of LT UG cable in existing trench
100
21
2152
code340 - 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
code341 - 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
code342 - Supplying and fixing LT cast iron pot head suitable for UG cable 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminal clamps, bolt, nuts and washers etc., 25 Sqmm
2
360
721
code343 - 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
code344 - 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
code345 - 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
code346 - Suppling and running of GI strips for grounding connections, using necessary fixing materials as required 25x6mm GI strips
50
131
6592
code347 - 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
code348 - 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
code349 - 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
code350 - 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
code351 - Providing and laying inposion 100 mm dia stone ware pipe in existing trench.
550
221
121797.5
code352 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
8
345
2760.4
code353 - 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
code354 - 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
code355 - 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
code356 - Supply and wrapping the conductor with camabrick tape roll
roll
5
718
3594.7
code357 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
100
2
206
code358 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core
400
64
25956
code359 - 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
code360 - PVC pipe 40mm dia
10
61
618
code361 - PVC insulated wire 25 Sqmm single core Multistranded
25
45
1141.5
code362 - 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
code363 - Labour charges for laying of 1.1kv class UG cable in existing trench
600
12
7332
code364 - 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
code365 - 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
code366 - 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
code367 - Remote control Annotation panel I/C +4F
1
144570
144570.8
code368 - 1.9 core 205 Sqmm copper cotrol cables
75
540
40556.25
code369 - HT UG Cable, 11 Kv class XLDE 3 Cr 400 Sqmm including coiling etc
80
2571
205708.8
code370 - Indoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
4959
4959.45
code371 - outdoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
5518
5518.74
code372 - RCC 11 KW DP Structure using 9 mtr RCC pole W/L 145 Kg
1
21555
21555.84
code373 - 400 amps Double break GOS
1
21897
21897.8
code374 - COYOTE conductor
50
143
7158.5
code375 - Copper terminals 185 sqmm heavy long barrel
8
282
2257.76
code376 - Guyset with No 15 strain insulator
2
1205
2410.2
code377 - H frame mounting
1
4461
4461.96
code378 - Labour Cost :
Loading of 11KV Panel, power and control cable etc
3
2122
6368.49
code379 - Unloadng of 11 Kv panel, power and control Cable Etc
3
2122
6368.49
code380 - 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
code381 - Wiring and assisting in testing and commissioning panel
1
969
969.23
code382 - 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
code383 - Erection of annuciation panel
1
1952
1952.88
code384 - 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
code385 - 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
code386 - Lathing of control panel
75
15
1158.75
code387 - Formation of pot head for 3 x 400 sqmm 11 kv class x LPE UG Cable
1
2737
2737.74
code388 - Erection of DP structure
1
5533
5533.16
code389 - Fixing of GOS includingwiring
1
1250
1250.42
code390 - 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
code391 - Laying of power cable in the trench
75
68
5101.5
code392 - Spreading and forming with sand alround the cable
75
15
1143
code393 - Conveying the cable with tiles
10
4
45
code394 - 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
code395 - Providing concrete to Grey sets with material and labour including necessary curving the complete (cost does not includes excavation)
2
848
1697.44
code396 - Erection of "H" at amc for mounting GOS
1
332
332.69
code397 - Miscellaneous Labour like letter writing of panel vermic proof drilling, cutting, grinding, welding rubber mate
1
2715
2715.08
code398 - Switch gear foundation, Shelter to accordinate 11 Kv MCVCB Panel and illumination etc.
1
257500
257500
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