Karnataka Housing Board Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Karnataka Housing Board - KHB Tender
Civil And Construction
Civil Works Others
Opening Date5 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 30,59,37,775
Costs
EMD
₹ 31,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Item Rate Contract For Construction And Commissioning Of All Works With 2-years Defect Liability And 2-years Maintenance Period Which Will Run Concurrently
Description
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Contact
Tender Id
KHB/2024-25/OW/WORK_INDENT517Tender No
KHB/2024-25/OW/WORK_INDENT517Tender Authority
Karnataka Housing Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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code04 - 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 - Considering the Average 0.90m cutting of 40% area
32837.81
106
3483434.8848
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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 Hard Rock ( blasting prohibited) Depth upto 1.50m
6157.09
377
2324424.6168
... More
code06 - KSRRB M300-16.1. Excavation for roadway in Hard rock by Mechanical means (blasting prohibited) including breaking roack, load in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. Morth specification No. 301 - In Hard Rock ( blasting prohibited) Depth upto 1.50m
4104.73
576
2364981.2368
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code07 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction
32837.81
123
4064007.3656
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code08 - 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 4 Nos. for each sites (which includes Property Numbering stone in the middle) (150X900 size)
1780
777
1384697.6
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code09 - 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
192.24
6228
1197378.3744
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code10 - 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)
360.45
87
31488.912
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code11 - 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
200250
1
332415
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code12 - 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
36
6095
219435.84
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code13 - 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.
1045
1092
1141140
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code14 - 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 (1479.035m / 30.0m = 49nos)
63.89
106
6777.4512
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code15 - 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
10.65
6228
66334.164
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code16 - 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
31.95
6904
220605.804
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code17 - 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
5.11
82171
419896.0584
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code18 - 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
141.99
87
12404.2464
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code19 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications.
29.95
166
4983.68
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code20 - 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
106
1718.496
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code21 - 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
6228
8097.128
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code22 - 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
6918
41928.5946
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code23 - 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
9228
61280.2944
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code24 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off cornerswherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
67.36
400
26970.944
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code25 - 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.
0.73
82171
59985.1512
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code26 - 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
46.16
87
4032.5376
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code27 - 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
48000
1
79680
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code28 - 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.
3.65
166
607.36
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code29 - 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 80% of total qty
33322.85
106
3534887.928
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code30 - 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 -
6248.03
377
2358756.2856
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code31 - Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work - In Hard Rock ( requiring blasting) Depth upto 1.50m
4165.36
576
2399913.8176
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code32 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction - Construction of Embankment with material obtained from Roadway Cutting
24671.65
123
3053363.404
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code33 - 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 Sub Grade & Earthern Shoulders - 9.0m,12.0m,18.0m
13456.72
492
6633624.6912
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code34 - 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
6329.16
2662
16850755.584
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code35 - 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, 18.0m
4331.82
2661
11528532.4752
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code36 - 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, 18.0m
17574.13
55
968686.0456
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code37 - Bituminous Macadam Grading - II for traffic Less than20 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 & 18.0m
878.71
7880
6924305.0968
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code38 - 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
17574.13
12
219325.1424
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code39 - 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, 18.0m
439.35
10558
4638692.448
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code40 - 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, 18.0m
649.43
551
357965.816
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code41 - 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, 18.0m
1062.2
2300
2443569.856
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code42 - Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5. For - 9.0m,12.0m, 18.0m
218
5867
1279154.24
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code43 - 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 80 % of total qty For - 9.0m,12.0m18.0m road
5280
106
560102.4
... More
code44 - 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 ordinary/soft rock without blasting upto 1.5 m depth at 20 % of total qty
1320
377
498326.4
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code45 - 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 18.0m road
726.56
6228
4525422.5536
... More
code46 - 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 , 18.0mroad
1808.34
8877
16053520.2666
... More
code47 - 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.
80.36
82171
6603296.9184
... More
code48 - 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
2239.77
166
372697.728
... More
code49 - 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 80 % of total qty For - 9.0m,12.0, 18.0m road
685.76
106
72745.4208
... More
code50 - 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 ordinary/soft rock without blasting upto 1.5 m depth at 20 % of total qty
171.44
377
64722.0288
... More
code51 - 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 18.0m road
81.38
6539
532224.3862
... More
code52 - 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,18.0m road
340.82
8895
3031846.1068
... More
code53 - KSRRB M2200-9. Providing and laying of Filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 710.1.4.of IRC:78 and 2200
209.84
2810
589828.764
... More
code54 - 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.
61.35
82171
5041217.844
... More
code55 - 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
139.9
166
23279.36
... More
code56 - 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
50.04
87
4371.4944
... More
code57 - 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
4822.98
272
1314165.5904
... More
code58 - 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
3215.32
344
1106841.7568
... More
code59 - 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
1119.62
472
528639.7792
... More
code60 - 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
602.87
579
349230.5336
... More
code61 - 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
1119.62
695
778986.8112
... More
code62 - 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
602.87
782
471492.5696
... More
code63 - 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
537.4
379
203997.04
... More
code64 - 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
10129.03
166
1685470.592
... More
code65 - 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
2628.48
641
1686643.0464
... More
code66 - 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
927.7
925
858679.12
... More
code67 - 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
773.08
1422
1099876.3776
... More
code68 - 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
3632
461
1677112.32
... More
code69 - For supplying and fixing of specials like Elbows, Tees, Couplers, Saddle, reducers and Bend Etc.
454
935
424490
... More
code70 - 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
16
30208
483342.08
... More
code71 - 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
6
30712
184273.44
... More
code72 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2M depth & SFRC cover & frame
5
32624
163124
... More
code73 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.3M depth & SFRC cover & frame
5
36076
180382.8
... More
code74 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.4M depth & SFRC cover & frame
3
37996
113989.2
... More
code75 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame
4
39916
159664.96
... More
code76 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6M depth & SFRC cover & frame
5
43230
216153.6
... More
code77 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.7M depth & SFRC cover & frame
7
45150
316053.92
... More
code78 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.8M depth & SFRC cover & frame
5
46683
233417.6
... More
code79 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.9M depth & SFRC cover & frame
6
50384
302309.28
... More
code80 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2M depth & SFRC cover & frame
48
63215
3034337.28
... More
code81 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 3M depth & SFRC cover & frame
19
92888
1764884.16
... More
code82 - INSPECTION CHAMBER - Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5outside the existing machinhole etc. with all lead and lifts. 110 mm dia
454
5867
2663926.72
... More
code83 - 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.
501.45
272
136635.096
... More
code84 - 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 75 % of total qty
3506.88
272
955554.6624
... More
code85 - 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 25 % of total qty
1168.96
579
677155.1488
... More
code86 - 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
4675.84
166
778059.776
... More
code87 - 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
2760.06
461
1274485.3056
... More
code88 - 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
1785.92
1408
2514861.1072
... More
code89 - 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
1136.5
2140
2432473.68
... More
code90 - 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
8
10808
86469.76
... More
code91 - 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
11319
90554.88
... More
code92 - 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
38562
308497.28
... More
code93 - 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
8
30165
241321.6
... More
code94 - Valve chamber - Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5.
16
5867
93882.88
... More
code95 - 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
436
7077
3085659.2
... More
code96 - For connection pipe length beyond 2.0 mtrs for every 1 mtr. or part thereof for Housing Connection
2616
982
2571004.8
... More
code97 - 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
3
5499
16498.56
... More
code98 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 0-50 Mtrs.
150
321
48204
... More
code99 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for:b) 50-100Mtrs
150
402
60372
... More
code100 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: c) 100-150 Mtrs.
150
428
64272
... More
code101 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: d) 150-200 Mtrs.
150
497
74568
... More
code102 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: e) 200-250 Mtrs.
150
582
87360
... More
code103 - 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.
150
616
92508
... More
code104 - 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.
150
685
102804
... More
code105 - 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
150
2010
301548
... More
code106 - 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
3
170
511.68
... More
code107 - 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
1296
272
353134.08
... More
code108 - 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
1296
166
215654.4
... More
code109 - 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"
3
42442
127327.2
... More
code110 - 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
900
262
235872
... More
code111 - 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
1800
461
831168
... More
code112 - 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
3
14081
42244.8
... More
code113 - 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
3
1300
3900
... More
code114 - 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
3
432
1297.92
... More
code115 - 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.
150000
-
60000
... More
code116 - Supplying and Fixing of Shunt trip suitable for MCCB. CBCT
3
1400
4200
... More
code117 - 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
3
2374
7122
... More
code118 - 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
12
255
3060
... More
code119 - 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
9
630
5670
... More
code120 - 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
3
6400
19200
... More
code121 - 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.
9
430
3870
... More
code122 - Supplying,fixing and wiring 3 Phase Digital Ammeter/Voltmeter
3
1185
3555
... More
code123 - Supplying,fixing and wiring rotary selector switch suitable for voltmeter/ammeter(ammeter only)
3
165
495
... More
code124 - Supplying and fixing HRC fuse units base on existing switch / panel board - to 63 Amps
3
250
750
... More
code125 - 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.
3
400
1200
... More
code126 - 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
3
133
399
... More
code127 - 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
12
2065
24786.12
... More
code128 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes - 10 sqmm
36
8
288
... More
code129 - Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1KV class (metal only) - 25 mm dia
6
84
504
... More
code130 - 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)
1026
140
143640
... More
code131 - Park Fenching - 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
822.44
106
87244.4352
... More
code132 - 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
21.14
6228
131671.7584
... More
code133 - 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. 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.
71.35
8895
634711.049
... More
code134 - Providing Size Stone masonry with hard stone in foundation &
plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
526.81
6644
3500420.6536
... More
code135 - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
1170.68
248
290984.2208
... More
code136 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
71747.81
141
10148010.2464
... More
code137 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade)
1291.95
874
1129991.148
... More
code138 - Arch Way - 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
360
106
38188.8
... More
code139 - 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 ordinary/soft rock without blasting upto 1.5 m depth - 40% of total qty
240
377
90604.8
... More
code140 - 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
454.8
166
75678.72
... More
code141 - 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 nominal size graded crushed coarse aggregates
29.04
6228
180877.3824
... More
code142 - 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. - Column Footing
96
7330
703701.12
... More
code143 - 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 - Column Concrete
32.76
12388
405843.3288
... More
code144 - 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 - Roof Beam
64.8
12388
802767.024
... More
code145 - 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 - Roof Slab
50.4
12388
624374.352
... More
code146 - Suppiying. fiting and placing TMT FE 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. - Footing & Column
20.69
82171
1700127.0936
... More
code147 - Suppiying. fiting and placing TMT FE 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. - Roof Beam & Roof Slab
21.6
82171
1774903.104
... More
code148 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever 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.
1014
368
373314.24
... More
code149 - Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
1726.8
294
508231.776
... More
code150 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications
396
1243
492560.64
... More
code151 - Printing new letter and figures of any shade with synthetic
enamel paint black or any other approved colour to give an
even shade
50000
1
83000
... More
code152 - 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%
380.51
106
40364.5008
... More
code153 - 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 15% In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m
76.1
481
36643.672
... More
code154 - OHT - 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
50.73
1243
63100.0032
... More
code155 - 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
380.51
166
63316.864
... More
code156 - 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
23.76
7013
166646.9376
... More
code157 - 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
85.54
2789
238595.0112
... More
code158 - 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.
103.07
7735
797321.6911
... More
code159 - 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 - Shaft 0 to 5.00m
39.6
12821
507732.984
... More
code160 - 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 - Shaft 5.0m to 10.00m
39.29
21268
835646.0443
... More
code161 - 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 - Shaft 10.0m to 15.00m
39.34
21419
842643.5234
... More
code162 - 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
112.45
20665
2323812.985
... More
code163 - 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
29.51
21419
632089.7401
... More
code164 - 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.
22.68
92395
2095534.0224
... More
code165 - 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.
28.37
92395
2621265.4416
... More
code166 - 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.
24.74
92395
2285869.1232
... More
code167 - 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
92395
654161.4144
... More
code168 - 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: 65x65x8 mm angle iron
28
4552
127458.24
... More
code169 - 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
4993
69902.56
... More
code170 - 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
9494
18988.32
... More
code171 - 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
2225
4451.2
... More
code172 - 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
3882
11646.96
... More
code173 - 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
5032
15097.68
... More
code174 - 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
6196
37177.92
... More
code175 - 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
2463
7391.28
... More
code176 - 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
5000
75004.8
... More
code177 - 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
4857
87441.12
... More
code178 - 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
11991
11991.2
... More
code179 - 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:
151.78
203
30938.8352
... More
code180 - 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
1380
90809.264
... More
code181 - 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: 4)For tanks above 12 Mtr. Upto 15 Mtr. Staging
151.78
390
59194.2
... More
code182 - 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
151.78
390
59194.2
... More
code183 - GLSR - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - Consider 75% in all kinds of soil Depth up to 3m
99.35
106
10539.048
... More
code184 - GLSR - 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 70% in all kinds of soil Depth 3 m to 6 m
46.36
121
5641.0848
... More
code185 - GLSR - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work -Consider 15% In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m
29.81
442
13176.02
... More
code186 - 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 exceeding 1.5 m, but not exceeding 3 m at 15% of Total Qty
29.81
782
23313.8048
... More
code187 - 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
188.67
166
31394.688
... More
code188 - 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
10.03
7013
70348.0128
... More
code189 - 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
48.16
2789
134331.7248
... More
code190 - 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.
21.46
7735
166008.7658
... More
code191 - 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
147.71
12821
1893869.6734
... More
code192 - 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
165
21419
3534219.15
... More
code193 - Providing plastering in cement mortar 1:3 proportion with minimum 2% of approved quality water proof compound, including scaffolding, racking out joints 25mm deep, smooth finishing, curing etc. with all lead and lifts for all materials etc. complete for:20mm thick plastering
904.9
390
352911
... More
code194 - 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.
3.86
92395
356647.3248
... More
code195 - 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.
35.45
92395
3275426.856
... More
code196 - 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.
29.7
92395
2744151.696
... More
code197 - Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat
904.9
450
407494.568
... More
code198 - Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
904.9
112
101638.368
... More
code199 - 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: MS angle of 65 x 65 x 8mm
20
4552
91041.6
... More
code200 - Providing and fixing PVC water stopper of suitable type of 230 mm width and 5 mm thickness for construction joints as per detailed technical specifications and as directed by Engineer-in-charge
20
322
6448
... More
code201 - Providing, fixing, applying of contraction joint with suitable type PVC water stopper of 230 mm width and 5 mm thick sealed with 12 mm x 25 mm gun grade polysulphide elastomeric joint sealant of FOSROC make (NITO seal MS 600) over a backer rod and high performance laminated closed cell polyethylene foam joint filler of suitable make (CAPCELL-HD-100) in sheet foam having a density of 100 Kg / Cum, non staining with less than 1% water absorption, having 97% recovery at compression and as directed by Engineer-in-charge
20
624
12480
... More
code202 - Providing & fixing of Aluminium Ventilators of frame size 40 x 18 mm of 1.3 mm thick, 0.933 Kg/ M all aluminium sections including cutting to required length, joints mitred subdiving the frame tenonned and riveted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs or teak wood gatties including supply along with fixing of SS - 304 mesh with necessary required materials etc., complete.
4
3307
13228.8
... More
code203 - RCC Nala Drain - 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 80 % of total qty For - 9.0m,12.0, 18.0m road
1431.42
106
151845.0336
... More
code204 - 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 ordinary/soft rock without blasting upto 1.5 m depth at 20 % of total qty
357.86
377
135099.3072
... More
code205 - 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 18.0m road
121.08
6539
791861.9892
... More
code206 - 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,18.0m road
642.39
8895
5714534.4186
... More
code207 - 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.
89.93
82171
7389677.5992
... More
code208 - 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
252.25
166
41974.4
... More
code209 - STP - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 70% in all kinds of soil Depth up to 3m
595.2
106
63138.816
... More
code210 - 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 20% In ordinary/soft rock without blasting
148.8
377
56174.976
... More
code211 - 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 10% In Hard Rock ( requiring blasting)
74.4
576
42866.304
... More
code212 - 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 70% in all kinds of soil Depth 3 m to 6 m
312.48
121
38022.5664
... More
code213 - 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 20% In ordinary/soft rock without blasting
89.28
481
42990.1056
... More
code214 - 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 10% In Hard Rock ( requiring blasting)
44.64
739
33008.6016
... More
code215 - 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
1148.4
166
191093.76
... More
code216 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
42
7011
294490.56
... More
code217 - 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
157.5
2789
439311.6
... More
code218 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; Including the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade
110.88
7242
803008.4832
... More
code219 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade
11.61
9311
108104.5413
... More
code220 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade
104.81
11725
1228937.0778
... More
code221 - Providing and laying in position Reinforced cement concrete M30 Design Mix for top cover flat slab. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for inside surface, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags))
9.71
11725
113853.4398
... More
code222 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever 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.
1100.8
368
405270.528
... More
code223 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
19.96
82993
1656543.274
... More
code224 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
25.61
82993
2125454.5715
... More
code225 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
1.75
82993
145238.0125
... More
code226 - Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat
1100.8
450
495712.256
... More
code227 - Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol II Building SR)
1100.8
86
95021.056
... More
code228 - 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
20
4552
91041.6
... More
code229 - Providing and fixing PVC water stopper of suitable type of 230 mm width and 5 mm thickness for construction joints as per detailed technical specifications and as directed by Engineer-in-charge
20
322
6448
... More
code230 - Providing, fixing, applying of contraction joint with suitable type PVC water stopper of 230 mm width and 5 mm thick sealed with 12 mm x 25 mm gun grade polysulphide elastomeric joint sealant of FOSROC make (NITO seal MS 600) over a backer rod and high performance laminated closed cell polyethylene foam joint filler of suitable make (CAPCELL-HD-100) in sheet foam having a density of 100 Kg / Cum, non staining with less than 1% water absorption, having 97% recovery at compression and as directed by Engineer-in-charge
20
624
12480
... More
code231 - Providing & fixing of Aluminium Ventilators of frame size 40 x 18 mm of 1.3 mm thick, 0.933 Kg/ M all aluminium sections including cutting to required length, joints mitred subdiving the frame tenonned and riveted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs or teak wood gatties including supply along with fixing of SS - 304 mesh with necessary required materials etc., complete.
4
3307
13228.8
... More
code232 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
2.52
4657
11735.9424
... More
code233 - Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion :Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications.
18
518
9341.28
... More
code234 - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.
37.8
190
7194.096
... More
code235 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications
144
1362
196185.6
... More
code236 - 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
10.5
9650
101326.68
... More
code237 - Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
0.95
82171
78062.868
... More
code238 - 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 80 % of total qty
778.64
106
82598.1312
... More
code239 - 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 ordinary/soft rock without blasting upto 1.5 m depth at 20 % of total qty
194.66
377
73488.0432
... More
code240 - 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates
486.65
6228
3031128.724
... More
code241 - 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.
2433.26
492
1199499.8496
... More
code242 - Providing and laying 100mm thick factory made precast M - 40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 For Commercial TraFfic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus & Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling
the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)
3244.35
1352
4386361.2
... More
code243 - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
2162.9
248
537610.424
... More
code244 - Providing 2 pole structure at tappping point near the Existing sub station - RCC DP structure using 9mtr RCC pole with 145 Kg WL
1
21555
21555.84
... More
code245 - 11KV, 3c x 400 Sqmm XLPE, UG Cable (Round Armoured ) 2 Run
0.1
2571362
257136.204
... More
code246 - Cable termnation Kit Outdoor HS type suitable for 3C x 400 Sqmm Cable
2
5518
11037.48
... More
code247 - Cable termnation Kit indoor HS type suitable for 3C x 400 Sqmm Cable
2
4959
9918.9
... More
code248 - Cable Covering tiles 250 X 125 X 40mm
400
10
4224
... More
code249 - Artificial/Manufacture sand
6
1839
11037.48
... More
code250 - RCC hume pipes 2000 mm Long 150mm Dia
30
316
9486.3
... More
code251 - Collars for RCC hume pipe
30
84
2533.8
... More
code252 - GI pipe 150mm Dia for cable raisng
8
1909
15276.96
... More
code253 - Route and joint indicating stones
2
136
273.98
... More
code254 - Guy set complete with No 15 starin insulators and concreting materials
2
1205
2410.2
... More
code255 - 11 kv 400 Amps Double break GOS
1
21897
21897.8
... More
code256 - H frame for mounting Gos
1
4461
4461.96
... More
code257 - Lightning arrestors metal oxide 9 KVA 5KN polymeric type with ground connector (set 3 No's)
1
4894
4894.56
... More
code258 - Earthing mateials-pipe type for Jumps
1
1780
1780.87
... More
code259 - Coyote ACSR conductor for jumps
9
143
1288.53
... More
code260 - GI strips 25x6 mm with fixing materials
10
131
1318.4
... More
code261 - Caution - Danger board
1
154
154.5
... More
code262 - Anticlimbing Devices (12mtr GI Barbed wire)
40
91
3666.8
... More
code263 - Sprial earth electrode
2
246
492.34
... More
code264 - Aluminium end terminals (lugs) 400 Sqmm
16
96
1549.12
... More
code265 - Labour Charges: Erection of 9mtr long RCC pole DP structure
1
5533
5533.16
... More
code266 - Laying of 3C X 400 Sqmm UG cable in existing trench
0.1
68021
6802.12
... More
code267 - Making cable termination Kit Outdoor/Indoor
4
2737
10950.96
... More
code268 - Covering the cable with tiles
0.1
4498
449.801
... More
code269 - Refilling and consolidation
6
164
988.8
... More
code270 - cable trench excavation : 1000X0.6X1M=600 Cmtr in ordinary soil
60
269
16191.6
... More
code271 - Spreading sand and forming with sand round the cable
0.1
15254
1525.43
... More
code272 - Laying of RCC hum pipes
60
71
4264.2
... More
code273 - Laying of GI pipe
8
95
766.32
... More
code274 - Laying of Route and joint indicating stones
2
119
238.96
... More
code275 - Fixing of guyset with No-15 strain insulators
2
610
1221.58
... More
code276 - Eretion of 11KV 400A D B Gos
1
1250
1250.42
... More
code277 - Eretion of 'H' frame
1
332
332.69
... More
code278 - Fixing of lightning arrestors
1
122
122.57
... More
code279 - Fixing of Earthings
1
977
977.47
... More
code280 - Fixing of caution-Danger boards
2
82
164.8
... More
code281 - Fixing of Anticlimbing devices
4
43
173.04
... More
code282 - Fixing of Sprial earth electrodes
2
95
191.58
... More
code283 - Guy cocreting with boulders, mud and sand
2
257
515
... More
code284 - Painting of 9mtr long RCC Poles of DP structure
2
988
1977.6
... More
code285 - Concreting of 9mtr RCC poles:
a) Base concreting with CC 1:4:8, 500X650X150mm
2
321
642.72
... More
code286 - b) Pole concreting with CC 1:2:4 and as per actuals
2
4629
9259.7
... More
code287 - c) Pole coping with CC 1:2:4 and as per actuals
2
321
642.72
... More
code288 - 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 of BESCOM approved make.
1
566036
566036.5
... More
code289 - Bed Concreting with CC 1:2:4
0.48
6430
3086.5392
... More
code290 - Foundation with reinforcement CC 1:2:4
1.8
6430
11574.522
... More
code291 - Providing reinforcement
30
75
2255.7
... More
code292 - Providing plinth with CC 1:2:4
0.06
6430
385.8174
... More
code293 - Construction of stone mesonary
0.43
6580
2829.6881
... More
code294 - Supplying frame of M S channel 100X50mm and M S angle 40 x 40 X 5mm welding etc., complete
40
70
2801.6
... More
code295 - Rod type earthing with 40mm dia 3mtr long MS rod
2
3214
6429.26
... More
code296 - Lettering the RMU with enamel paint and also writing single line diagram of each panel, caution board, dnger board etc., including cost of paint, brush etc
1
989
989.83
... More
code297 - Labour Charge :Earth excavation for RMU foundation depositing of earth on bankup ti lead of 50mtr and with a lift upto 1.5mtr
4.35
269
1173.891
... More
code298 - labour charges forfixing oundation frame of MS channel 100X50mm and MS angle 40x40x5mm welding, fixing in concrete, aligning the RMU on foundation bed, assembling of units, connecting busbars from panel to panel etc.,
3
4919
14757.84
... More
code299 - Laying of 11KV, 3X400 Sqmm XLPE HT UG cable from DP structure to compact RMU at Layout - 11 KV 3x400 Sqmm XLPE UG cable of KEI/Havells make
10
2571362
25713620.4
... More
code300 - Straight through Jointing Kit H S type suitable from 3x400 Sqmm cable
30
11276
338293.2
... More
code301 - Cable termination Kit outdoor HS type suitable from 3x400 Sqmm cable
10
5518
55187.4
... More
code302 - Cable termination Kit indoor HS type suitable from 3x400 Sqmm cable
10
4959
49594.5
... More
code303 - Cable covering tiles 250x125x40mm
40000
10
422400
... More
code304 - Arificial/manufacture sand
600
1839
1103748
... More
code305 - RCC hume pipe, 2000 mm long, 150mm dia
300
316
94863
... More
code306 - Collors for RCC hume pipe
300
84
25338
... More
code307 - GI pipe, 150mm dia for cable raising
480
1909
916617.6
... More
code308 - Route and Jointindicating stones
200
136
27398
... More
code309 - Alluminium end terminals (lugs) 3x400 Sqmm
320
96
30982.4
... More
code310 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600
6000
269
1619160
... More
code311 - Laying of cable in trench
10
68021
680212
... More
code312 - Refilling and consolidation
5500
164
906400
... More
code313 - Making of straight through Jointing Kit
30
2933
88003.2
... More
code314 - Making Cable termination Kit
20
2737
54754.8
... More
code315 - Covering the cable with tiles
10
4498
44980.1
... More
code316 - Spreading sand and forming with sand round the cable
10
15254
152543
... More
code317 - Laying of RCC hume pipe
600
71
42642
... More
code318 - Laying of GI pipe
480
95
45979.2
... More
code319 - Laying of route and joint indicating stones
200
119
23896
... More
code320 - 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
16
18233
291728.96
... More
code321 - Single pole transformer structure kit with 3 H frames without transformer seating and seating angle support cross arms for 100 KVA (UG Cable) MS
16
21705
347283.04
... More
code322 - HT angle top supports with bolts, nuts and washers
144
144
20764.8
... More
code323 - 11 KV 5 KN polymeric pin insulators (24mm dia FRP rod)
144
211
30405.6
... More
code324 - Rabbit ACSR conductors for jump
800
47
38096
... More
code325 - Alkaline tube 19mm Dia and in coils of 30 mtr
32
532
17040.32
... More
code326 - GI wire 10 SWG
80
81
6525.6
... More
code327 - Guywire 7/10 SWG
160
79
12728
... More
code328 - GI pipe 100 mm dia
160
1272
203528
... More
code329 - PVC pipe, 150mm dia
328
523
171622.72
... More
code330 - PVC bend 150 mm dia
128
188
24126.72
... More
code331 - PVC pipe 25mm dia
640
26
17139.2
... More
code332 - 11 KV solid core type HG fuse unit (set/3 Nos)
16
1101
17617.12
... More
code333 - 11 KV 200 amps single break GOS
48
9733
467208
... More
code334 - Earthing materials pipe type for grounding (single electrode with accessaries)
48
1780
85481.76
... More
code335 - 11 KV lightning arrestors, metaloxide 9 Kv, 5KN polymeric type with ground connectors (set/3 No)
16
4894
78312.96
... More
code336 - Horizantal cross arms
64
383
24522.24
... More
code337 - M S fish plate
144
80
11568.96
... More
code338 - Caution / Danger board
16
154
2472
... More
code339 - Anticlimbing devices (12m GI barned wire)
32
91
2933.44
... More
code340 - PVC insulation tape rolls of 10 mtr
48
15
741.6
... More
code341 - Labour Charges: Erection of spun pole 11 mtr long
16
4582
73319.52
... More
code342 - Erection of single pole tranformer structure
16
2947
47165.76
... More
code343 - Fixing of HT single top supports
144
144
20764.8
... More
code344 - Concreting Materials for 11 Mtr spun pole
a) Base concreting 1:4:8 1000x1000x2500 mm
16
964
15425.28
... More
code345 - b) Pole concreting 1:2:4 1000x1000x2500 mm
16
16076
257219.84
... More
code346 - c) Pole Coping 1:2:4 and as per actuals
16
2443
39090.56
... More
code347 - Fixing of 11 KV solid core type HG fus unit
16
244
3905.76
... More
code348 - Fixing of 11 KV 200 Amps single break GOS
48
1137
54581.76
... More
code349 - Fixing of earthings
48
977
46918.56
... More
code350 - Fixing of 11 KV lightning arrestors
16
119
1911.68
... More
code351 - Fixing of caution / danger board
16
82
1318.4
... More
code352 - Fixing of anti climbing devices
32
43
1384.32
... More
code353 - Construction of platform (1.5x1.5x1.2mt) in size stone mesonary including cost of material and labour
16
31271
500349.28
... More
code354 - 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
800
1016
813288
... More
code355 - Laying of 11KV, 3X240 Sqmm XLPE HT UG cable from RMU to tramsformer structure - 11 KV 3x240 Sqmm XLPE UG cable of Havells / KEI
2.2
1705729
3752604.768
... More
code356 - Straight through Jointing Kit H S type suitable from 3x240 Sqmm cable
6
9075
54451.98
... More
code357 - Cable termination Kit outdoor HS type suitable from 3x240 Sqmm cable
32
5477
175281.28
... More
code358 - Cable termination Kit indoor HS type suitable from 3x240 Sqmm cable
32
4831
154615.36
... More
code359 - Cable covering tiles 250x125x40mm
8800
10
92928
... More
code360 - Arificial/manufacture sand
245
1839
450697.1
... More
code361 - RCC hume pipe, 2000 mm long, 150mm dia
65
316
20553.65
... More
code362 - Collors for RCC hume pipe
65
84
5489.9
... More
code363 - GI pipe, 150mm dia for cable raising
425
1272
540621.25
... More
code364 - Route and Jointindicating stones
90
136
12329.1
... More
code365 - Alluminium end terminals (lugs) 3x240 Sqmm
115
62
7225.45
... More
code366 - Labour Charges: Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil
1210
269
326530.6
... More
code367 - Laying of cable in existing trench
2.2
66077
145370.698
... More
code368 - Refilling and consolidation
1210
164
199408
... More
code369 - Making of straight through Jointing Kit
6
2933
17600.64
... More
code370 - Making Cable termination
64
2737
175215.36
... More
code371 - Covering the cable with tiles
2.2
4494
9888.824
... More
code372 - Spreading sand and forming with sand round the cable
2.2
15254
33559.46
... More
code373 - Laying of RCC hume pipe
130
71
9239.1
... More
code374 - Laying of GI pipe
425
95
40710.75
... More
code375 - Laying of route and joint indicating stones
90
119
10753.2
... More
code376 - Laying of LT UG Cable 3.5 x 120 Sqmm from transformer distribution Box to feeder pillar Box - LT UG cable1.1 KV class 3.5 C x 120 sqmm
4
470595
1882382.68
... More
code377 - Straight through Jointing Kit suitable for 1.1 KV class 3x120 Sqmm UG cable
22
1713
37706.24
... More
code378 - Cable termination Kit o(Pole head) suitable from 3x120 Sqmm cable
375
393
147547.5
... More
code379 - Cable covering tiles 250x125x40mm
13150
10
138864
... More
code380 - Arificial/manufacture sand
240
1839
441499.2
... More
code381 - RCC hume pipe, 2000 mm long, 150mm dia
102
316
32253.42
... More
code382 - Collors for RCC hume pipe
102
84
8614.92
... More
code383 - GI pipe, 150mm dia for cable raising
52
1272
66146.6
... More
code384 - Route and Jointindicating stones
62
136
8493.38
... More
code385 - Alluminium end terminals (lugs) 3x120 Sqmm cable
1148
20
23648.8
... More
code386 - 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
48
64419
3092125.92
... More
code387 - Labour Charges:Cable trench excavation, 1000x0.6x1mt=600 in an ordinary soil
2340
269
631472.4
... More
code388 - Laying of cable in existing trench 3.5 x 120 Sqmm
4
33246
132985.36
... More
code389 - Refilling the cable trench with available earth from trench excavation including watering and consolidation
2050
164
337840
... More
code390 - Making of straight through Jointing Kit
22
391
8610.8
... More
code391 - Making Cable termination
375
244
91541.25
... More
code392 - Covering the cable with tiles
3.5
4494
15732.22
... More
code393 - Spreading sand and forming with sand round the cable
3.5
15254
53390.05
... More
code394 - Laying of RCC hume pipe
204
71
14498.28
... More
code395 - Laying of GI pipe
52
95
4981.08
... More
code396 - Laying of route and joint indicating stones
62
119
7407.76
... More
code397 - Erection of LT feeder pillar Box including civil works like soil excavtion and concreting etc., complete : 12 way
48
1368
65705.76
... More
code398 - 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 G/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)
130
15965
2075450
... More
code399 - 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
... More
code400 - 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
... More
code401 - 1.1 KV xLPE or heat resistant PVC insultated PVC exutrusted inner sheath armoured LT UG cable 4 core x 16 Sqmm
3900
146
569790
... More
code402 - Providing and laying in position 100 mm dia stone ware pipe in existing trench
3900
221
863655
... More
code403 - 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
450
345
155272.5
... More
code404 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
30
120
3615.3
... More
code405 - 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
130
333
43383.6
... More
code406 - 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.
25
718
17973.5
... More
code407 - Supply and wrapping the conductor with camabrick tape roll
20
121
2430.8
... More
code408 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
1200
2
2472
... More
code409 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core 4 Sqmm
2600
64
168714
... More
code410 - 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
12
6163
73962.24
... More
code411 - PVC pipe 40mm dia
150
61
9270
... More
code412 - PVC insulated wire 25 Sqmm single core Multistranded
540
45
24656.4
... More
code413 - 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
3900
78
305292
... More
code414 - Labour charges for laying of 1.1 KV Class UG cable in existing trench
3900
12
47658
... More
code415 - 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
12
980
11766.72
... More
code416 - Providing Compact RMU 11kv Class SF6/VCB Type (10D) - RMU 10D 350 MVA, 630 Amps
5
199777
998888.85
... More
code417 - Bed Concreting with CC 1:2:4
0.8
6430
5144.232
... More
code418 - Foundation with reinforcement CC 1:2:4
1.8
6430
11574.522
... More
code419 - Providing reinforcement
50
75
3759.5
... More
code420 - Providing plinth with CC 1:2:4
0.1
6430
643.029
... More
code421 - Construction of stone mesonary
0.7
6580
4606.469
... More
code422 - Supplying frame of M S channel 100X50mm and M S angle 40 x 40 X 5mm welding etc., complete
62.5
70
4377.5
... More
code423 - Rod type earthing with 40mm dia 3mtr long MS rod
5
3214
16073.15
... More
code424 - 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
5
989
4949.15
... More
code425 - Labour Charge :Earth excavation for RMU foundation depositing of earth on bankup ti lead of 50mtr and with a lift upto 1.5mtr
6.85
269
1848.541
... More
code426 - 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.,
5
4919
24596.4
... More
code427 - 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
... More
code428 - 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
... More
code429 - Providing cement concrete to high mast with material and labour including neccesary curing etc., cmplete
2
17575
35151.84
... More
code430 - 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
... More
code431 - 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
... More
code432 - 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
... More
code433 - 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
... More
code434 - 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
... More
code435 - Laying of LT UG cable in existing trench
100
21
2152
... More
code436 - 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
... More
code437 - 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
... More
code438 - 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
... More
code439 - 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
... More
code440 - 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
... More
code441 - 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
... More
code442 - Suppling and running of GI strips for grounding connections, using necessary fixing materials as required 25x6mm GI strips
50
131
6592
... More
code443 - 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
... More
code444 - 11KV, 25 KA, 500MVA 1250 Amps MCVCB Feeder panel with SCADA Compitable 110 DC
1
874902
874902.6
... More
code445 - Remote control Announciator panel I/C +4F
1
144570
144570.8
... More
code446 - 1.9 core 205 Sqmm copper cotrol cables
75
540
40556.25
... More
code447 - HT UG Cable, 11 Kv class XLDE 3 Cr 400 Sqmm including coiling etc
80
2571
205708.8
... More
code448 - Indoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
4959
4959.45
... More
code449 - outdoor termination Kit 11 KV class suitable for 3 x 400 Sqmm X LPE HT UG cable -heat shrinkable type
1
5518
5518.74
... More
code450 - RCC 11 KW DP Structure using 9 mtr RCC pole W/L 145 Kg
1
21555
21555.84
... More
code451 - 400 amps Double break GOS
1
21897
21897.8
... More
code452 - COYOTE conductor
50
143
7158.5
... More
code453 - Copper terminals 185 sqmm heavy long barrel
8
282
2257.76
... More
code454 - Guyset with No 15 strain insulator
2
1205
2410.2
... More
code455 - H Frame mounting
2
4461
8923.92
... More
code456 - Labour Cost :
Loading of 11KV Panel, power and control cable etc
3
2122
6368.49
... More
code457 - Unloadng of 11 Kv panel, power and control Cable Etc
3
2122
6368.49
... More
code458 - Erection alignment and fixing to the foundation, indoor/outdoor 11kv switch gear panel/ Unit including movement from the unload point of erection
1
2143
2143.43
... More
code459 - Wiring and assisting in testing and commissioning panel
1
969
969.23
... More
code460 - Testing and commissioning, identification of wires ferroing crimping and termination of wires for annumaciation etc testing of elays, CTS, DTC an breaker for operation for 11 kv panel
1
19543
19543.22
... More
code461 - Erection of annuciation panel
1
1952
1952.88
... More
code462 - Grounding of equipment by providing cast iron pipe of 100 mm dia ID 13 mm thickness, 2075 mtrs long with 2 pints clamp out of GI plates 50 x 6 mm counting welded alround the pipe using cast welding Electrode as per drawing the cost of eqecution (all materials to be supplied by the contractor)all the leads from earth mat and equipment should be connected to earth electrode through GI flat 50 x 6 mm of suitable length and welded as per specification
2
16771
33542.98
... More
code463 - Grounding of equipment with 50 x 6mm GI heat and connecting equipments to the earth mat/ground pit. Each point of eathing with all formation work like bending by welding (including of all T & P and consumable) to the work earth mat/ground pit/point of earth connection all the materials supplied by the contractor
5
224
1122.7
... More
code464 - Lathing of control panel
75
15
1158.75
... More
code465 - Formation of pot head for 3 x 400 sqmm 11 kv class x LPE UG Cable
1
2737
2737.74
... More
code466 - Erection of DP structure
1
5533
5533.16
... More
code467 - Fixing of GOS includingwiring
1
1250
1250.42
... More
code468 - Earth excavation in ordinary soil and removing the excavated earth with lead and lift dispoed earth, Leveled, excavated surface loaded and neatly Dressed etc, copmplete as per specification
10
269
2698.6
... More
code469 - Laying of power cable in the trench
75
68
5101.5
... More
code470 - Spreading and forming with sand alround the cable
75
15
1143
... More
code471 - Conveying the cable with tiles
10
4
45
... More
code472 - Fixing of Guyset with 2 break insulator making use of 7/3.15 mm (7/10 SWG galvonising steel wire from break and anchoring arrangments as per approved drawing (including excavation of pit)
2
610
1221.58
... More
code473 - Providing concrete to Grey sets with material and labour including necessary curving the complete (cost does not includes excavation)
2
848
1697.44
... More
code474 - Erection of "H" at amc for mounting GOS
1
332
332.69
... More
code475 - Miscellaneous Labour like letter writing of panel vermic proof drilling, cutting, grinding, welding rubber mate
1
2715
2715.08
... More
code476 - Switch gear foundation, Shelter to accordinate 11 Kv MCVCB Panel and illumination etc.
1
257500
257500
... More
code477 - L Providing tubular pole street lights on Median road in side layout - 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
10
15965
159650
... More
code478 - 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
10
2405
24050.5
... More
code479 - 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
20
6171
123435.2
... More
code480 - 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
400
146
58440
... More
code481 - Providing and laying inposion 100 mm dia stone ware pipe in existing trench.
325
221
71971.25
... More
code482 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
6
345
2070.3
... More
code483 - 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
9
120
1084.59
... More
code484 - 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
... More
code485 - 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.
2
718
1437.88
... More
code486 - Supply and wrapping the conductor with camabrick tape roll
roll
5
718
3594.7
... More
code487 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
8
2
16.48
... More
code488 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core
200
64
12978
... More
code489 - Sheet metral/ Deep drawn street light metering box with automatic control switch, contractors with single phase 5-30 Amps meter 15 A CT including wiring
1
6163
6163.52
... More
code490 - PVC pipe 40mm dia
8
61
494.4
... More
code491 - PVC insulated wire 25 Sqmm single core Multistranded
25
45
1141.5
... More
code492 - 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
350
78
27398
... More
code493 - Labour charges for laying of 1.1kv class UG cable in existing trench
400
12
4888
... More
code494 - 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
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