Karnataka Housing Board Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Karnataka Housing Board - KHB Tender
Civil And Construction
Building Construction
Opening Date1 Mar 2024
Closing Date30 Apr 2024
Tender Amount₹ 20,01,30,519.49
Costs
EMD
₹ 20,05,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KHB/2023-24/OW/WORK_INDENT194Tender No
KHB/2023-24/OW/WORK_INDENT194Tender Authority
Karnataka Housing Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
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 - In all kinds of soils upto 3.0m depth
5888.18
105
618612.1908
code05 - When lead is more than 60m upto 500m any means of conveyance including loading and unloading for all kinds of soils except hard rock including cost of all labour complete as per specification. Morth Chapter 3.
23552.7
6
145555.686
code06 - Boundry Pillar:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete as per specifications.
Ref. to MoRT&H Spec. 807 - Avg 3 Nos. for each sites (which includes Property Numbering stone in the middle)
1890
770
1456131.6
code07 - 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
242.39
6168
1495223.9213
code08 - 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)
382.73
86
33113.7996
code09 - 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
283500
1
467775
code10 - 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
60
6036
362209.8
code11 - 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.
680
1081
735420
code12 - Boundary Stone - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Boundary Stone every 30mts (1819.83m / 30.0m = 61nos)
59.62
105
6263.6772
code13 - 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
9.94
6168
61316.5798
code14 - 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
29.81
6838
203850.3192
code15 - Suppiying, fitting 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 All other types of structures
4.77
81381
388188.9441
code16 - 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
132.48
86
11462.1696
code17 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications.
27.95
164
4606.16
code18 - 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
105
1701.972
code19 - 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
6168
8019.271
code20 - 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
6852
41525.4228
code21 - 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
9140
60691.0608
code22 - 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
396
26711.608
code23 - Suppiying. fixting 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.
0.73
81381
59408.3709
code24 - 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
86
3993.7632
code25 - 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
24000
1
39600
code26 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications.
3.65
164
601.52
code27 - Road Works - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m at 100% of total qty
11010.53
105
1156766.2818
code28 - 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
5757.29
122
705671.0353
code29 - A.Plant mix method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading-II Material
5505.27
2636
14516295.936
code30 - A.Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density For - 9.0m,12.0m, 18.0m
5206.11
2635
13722108.5547
code31 - Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.
MORTH specification No. 502 - For - 9.0m,12.0m, 18.0m
20559.6
54
1122348.564
code32 - Bituminous Macadam Grading - II for traffic LESS THAN 20 MSA
Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level an, 24.0md alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction MORTH specification No. 504 - For - 9.0m,12.0m
1027.98
7804
8022674.5938
code33 - Tack coat on Bituminous surface
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
20559.6
12
254116.656
code34 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision - For - 9.0m,12.0m, 18.0m
513.99
10456
5374567.2744
code35 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates
60.64
6168
374068.1488
code36 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)
2021.38
476
963975.9082
code37 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes
MORTH Specification No. 803 - For - 9.0m,12.0m, 18.0m
931.69
545
508609.571
code38 - Cable Duct Across the Road
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings - (i)Single row for one utility service - For - 9.0m,12.0m,18.0m
1245.6
2278
2837925.216
code39 - 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
290
5811
1685265.4
code40 - Drain Works - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - In all kinds of soils Depth upto 3 m at 100 % of total qty For - 9.0m,12.0m18.0m road
6873.94
105
722176.1364
code41 - 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
1718.48
373
642522.4872
code42 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates For - 9.0m,12.0m 24.0m road
839.92
6168
5181189.3064
code43 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates - Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. For - 9.0m,12.0m , 24.0mroad
1880.69
8792
16535270.9697
code44 - Suppiying, fixting 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. For - 9.0m,12.0m road
101.48
81381
8258577.3684
code45 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. For - 9.0m,12.0m road
1624.08
164
267648.384
code46 - Culvert Works - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - In all kinds of soils Depth upto 3 m at 100 % of total qty For - 9.0m,12.0m, 18.0m road
789.75
105
82971.135
code47 - 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
197.44
373
73820.8416
code48 - 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
94.14
6477
609754.194
code49 - 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
276.34
8810
2434613.4314
code50 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Including Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. For - 9.0m,12.0m 18.0m Deck Slab
121.44
7612
924419.496
code51 - Suppiying, fitting 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.
47.73
81381
3884330.8809
code52 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. For - 9.0m,12.0m , 18.0m
163.34
164
26918.432
code53 - 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
158.4
86
13704.768
code54 - UGD Works - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. - All kinds of soils. Depth upto 1.50 m
7559.55
269
2040020.163
code55 - UGD Works - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. - Depth exceeding 1.5 m, but not exceeding 3 m
4070.53
340
1387765.7929
code56 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m
2015.88
467
942665.8056
code57 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m
1085.47
573
622744.9937
code58 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Hard rock (blasting prohibited) Depth upto 1.50 m
503.97
689
347270.6079
code59 - Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Depth exceeding 1.5 m, but not exceeding 3 m
271.37
774
210192.3472
code60 - Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with:
Murrum
727
375
273315.65
code61 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
13659.07
164
2251014.736
code62 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN8 Self Fit - 160 mm Dia
3497.03
635
2222397.5353
code63 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN8 Self Fit - 200 mm Dia
1028.54
916
942862.618
code64 - Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN8 Self Fit - 250 mm Dia
617.12
1409
869546.7648
code65 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:
Pipes of SN 8, - 125 mm Dia
5040
457
2304892.8
code66 - For supplying and fixing of specials like Elbows, Tees, Couplers, Saddle, reducers and Bend Etc.
630
935
589050
code67 - Providing and constructing "WIRE CUT BRICK MACHINEHOLE
CHAMBERS" using Portland/Pozzolana cement, conical in shape at top,with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brickmasonry in CM1:4, 340mmthick,withwirecut bricks of
approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outsidewhere the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm
and down size. Providing and fixing SFRC Machinehole frame and cover (HeavyDuty) conforming to IS:12592with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)
with 3mmthick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded tomasonrywall. Thewhole works include watering, curing, barricading, danger lighting, pouring
tar overMHframe and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flowdirection on the inner conical surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0M depth & SFRC cover & frame
15
29918
448776.15
code68 - Providing and constructing "WIRE CUT BRICK MACHINEHOLE
CHAMBERS" using Portland/Pozzolana cement, conical in shape at top,with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brickmasonry in CM1:4, 340mmthick,withwirecut bricks of
approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outsidewhere the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm
and down size. Providing and fixing SFRC Machinehole frame and cover (HeavyDuty) conforming to IS:12592with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500)
with 3mmthick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded tomasonrywall. Thewhole works include watering, curing, barricading, danger lighting, pouring
tar overMHframe and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flowdirection on the inner conical surface etc. as per the drawing etc. as per technical specifications and
for the following diameters and depth etc - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.1M depth & SFRC cover & frame
3
30416
91250.79
code69 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2M depth & SFRC cover & frame
3
32311
96933.3
code70 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.3M depth & SFRC cover & frame
2
35729
71459.34
code71 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.4M depth & SFRC cover & frame
4
37631
150524.2
code72 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame
2
39532
79064.86
code73 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6M depth & SFRC cover & frame
4
42815
171260.16
code74 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.7M depth & SFRC cover & frame
3
44716
134149.26
code75 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.8M depth & SFRC cover & frame
5
46234
231173.2
code76 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.9M depth & SFRC cover & frame
11
49900
548904.51
code77 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2M depth & SFRC cover & frame
66
62607
4132096.32
code78 - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 3M depth & SFRC cover & frame
35
91995
3219841.8
code79 - 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
630
5811
3661093.8
code80 - 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.
695.85
269
187782.081
code81 - Water Supply : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils Depth upto 1.50m at 80 % of total qty
6806.02
269
1836672.5572
code82 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. - Ordinary/soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m at 20 % of total qty
1701.51
573
976173.3021
code83 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
8507.53
164
1402040.944
code84 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 90mm
3008.43
457
1375815.2076
code85 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 160 mm
1933.99
1394
2697181.1338
code86 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN 10.0 : 200mm
945.51
2119
2004235.3674
code87 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 80mm dia
14
10704
149867.06
code88 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia.with body, bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 “O” rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minium coating thickness of 250 micron both inside and out side. The rate is inclusive of cost of valve, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: 100mm dia
8
11210
89684.16
code89 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 - 100mm dia
8
38191
305530.96
code90 - Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 - 80mm dia
14
29875
418252.1
code91 - 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
22
5811
127847.72
code92 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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.PVC pipes 25mm dia, 10 kg/sqcm & class 5
5040
49
249177.6
code93 - Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments
630
39
24658.2
code94 - Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments - 25mm
630
24
15573.6
code95 - Polycarbonate End Cap - 25mm
630
51
32445
code96 - 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
5552
16657.2
code97 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: a) 0-50 Mtrs.
150
318
47740.5
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:b) 50-100Mtrs
150
398
59791.5
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: c) 100-150 Mtrs.
150
424
63654
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: d) 150-200 Mtrs.
150
492
73851
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: e) 200-250 Mtrs.
150
576
86520
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: f) 250-300 Mtrs.
150
610
91618.5
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: g)300-350Mtrs.
150
678
101815.5
code104 - 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
1990
298648.5
code105 - 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
168
506.76
code106 - 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
1080
269
291448.8
code107 - 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
1080
164
177984
code108 - 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
42034
126102.9
code109 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. - HDPE Grade PE80-PN10.0,63mm dia
750
259
194670
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.
For Grade PE80 PN10.0 : (For Raising Main) - HDPE Grade PE80-PN10.0,90mm dia
2250
457
1028970
code111 - 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
13946
41838.6
code112 - 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
1287
3862.5
code113 - 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
428
1285.44
code114 - 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.
75000
-
30000
code115 - Supplying and Fixing of Shunt trip suitable for MCCB. CBCT
3
1400
4200
code116 - 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
code117 - Supplying and fixing angle iron frame work fabricated out of M.S angle iron… and M.S flat …. with bolts ,Washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40X40X6mm
12
255
3060
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. 50X100X50X6mm C channel
9
630
5670
code119 - 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
code120 - 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
code121 - Supplying,fixing and wiring 3 Phase Digital Ammeter/Voltmeter
3
1185
3555
code122 - Supplying,fixing and wiring rotary selector switch suitable for voltmeter/ammeter(ammeter only)
3
165
495
code123 - Supplying and fixing HRC fuse units base on existing switch / panel board - to 63 Amps
3
250
750
code124 - 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
code125 - 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
code126 - 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
2050
24600
code127 - Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes - 10 sqmm
36
8
288
code128 - Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1KV class (metal only) - 25 mm dia
6
84
504
code129 - 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)
900
140
126000
code130 - OHT - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 75% in all kinds of soil Depth 3 m to 6 m a) -do- inordinary / all soils / hard soil
566.66
120
68288.1966
code131 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Consider 15% In ordinary/soft rock without blasting Depth exceeding 3m, but not exceeding 4.5m
113.33
476
54045.9437
code132 - Earth work excavation for pipeline trenches by mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.
In Hard Rock (blasting prohibited) Depth exceeding 3 m, but not exceeding 4.50 m
75.55
1231
93068.534
code133 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
585.13
164
96429.424
code134 - Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
27.64
6168
170502.0388
code135 - SRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS 2.10.2
110.57
2762
305445.2022
code136 - Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
142.77
6852
978314.2926
code137 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
31.1
12269
381573.986
code138 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
30.55
20352
621769.7915
code139 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates a) Shaft RCC M35 Design Mix with 20mm aggregate for level upto 10 to 15m height & Steps
9.12
21213
193467.576
code140 - 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Bottom ring Beam & Bottom Dome
145.53
19775
2877879.0348
code141 - 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Top Dome
29.51
20496
604862.9288
code142 - Suppiying, fitting 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.
34.27
81381
2788938.1791
code143 - Suppiying, fitting 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.
16.98
81381
1381854.9834
code144 - Suppiying, fitting 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.
34.93
81381
2842649.8569
code145 - Suppiying, fitting 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.
7.08
81381
576179.8164
code146 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:a) 65x65x8 mm angle iron
28
4508
126232.68
code147 - 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
4945
69230.42
code148 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel.2)For tanks above 2.5 lakh litres and upto 5 lakh litres capacity
2
9402
18805.74
code149 - 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
2204
4408.4
code150 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:1)M.S Guage sheet 0 to 1.5 Mtr depth
3
3844
11534.97
code151 - 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
4984
14952.51
code152 - 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
6136
36820.44
code153 - 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
2440
7320.21
code154 - 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
4952
74283.6
code155 - 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
4811
86600.34
code156 - 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
11875
11875.9
code157 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for:
219.28
201
44268.2464
code158 - 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
1366
89936.098
code159 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: (a) -do- 12mm thick for exposed surface (outside) 4)For tanks above 12 Mtr. Upto 15 Mtr. Staging
219.28
386
84696.9
code160 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: (b) -do- 12mm thick for inside surface (inside) 4)For tanks above 12 Mtr. Upto 15 Mtr. Staging
219.28
386
84696.9
code161 - Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete.
3.5
5253
18385.5
code162 - 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 100% in all kinds of soil Depth up to 3m
301.88
105
31715.5128
code163 - 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 100% in all kinds of soil Depth 3 m to 6 m
377.47
120
45488.9097
code164 - 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
603.75
164
99498
code165 - Providing and laying in position 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 ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates
15.09
6403
96628.9659
code166 - 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
150.94
2762
416965.7124
code167 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade
32.04
7172
229807.2204
code168 - Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. Ready Mix Concrete (RMC) with Cement & Cementitious Materials. RMC M30 Grade
0.8
9221
7377.44
code169 - 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
90.84
11612
1054891.3092
code170 - 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))
37.38
11612
434080.1094
code171 - 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.
326.8
364
119157.816
code172 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
5.77
82195
474265.9578
code173 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
14.66
82195
1204980.7524
code174 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
5.23
82195
429880.5822
code175 - Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat
326.8
445
145749.532
code176 - 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)
326.8
111
36353.232
code177 - 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:
20
4508
90166.2
code178 - Providing and fixing PVC water stopper of suitable type of 230 mm width and 5 mm thickness for construction joints as per detailed technical specifications and as directed by Engineer-in-charge
20
319
6386
code179 - Providing, fixing, applying of contraction joint with suitable type PVC water stopper of 230 mm width and 5 mm thick sealed with 12 mm x 25 mm gun grade polysulphide elastomeric joint sealant of FOSROC make (NITO seal MS 600) over a backer rod and high performance laminated closed cell polyethylene foam joint filler of suitable make (CAPCELL-HD-100) in sheet foam having a density of 100 Kg / Cum, non staining with less than 1% water absorption, having 97% recovery at compression and as directed by Engineer-in-charge
20
618
12360
code180 - Providing & fixing of Aluminium Ventilators of frame size 40 x 18 mm of 1.3 mm thick, 0.933 Kg/ M all aluminium sections including cutting to required length, joints mitred subdiving the frame tenonned and riveted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs or teak wood gatties including supply along with fixing of SS - 304 mesh with necessary required materials etc., complete.
4
3275
13101.6
code181 - 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
4612
11623.0968
code182 - 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
513
9251.46
code183 - 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
188
7124.922
code184 - 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
39
1349
52622.7
code185 - 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)--M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(RATE INCLUDING CENTERING 50% ON CONCRETE ITEM)
10.5
9557
100352.385
code186 - Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.
0.63
82195
51782.9382
code187 - 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
144
105
15128.64
code188 - 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
96
373
35893.44
code189 - 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
181.92
164
29980.416
code190 - 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 nominal size graded crushed coarse
aggregates
11.62
6168
71679.9454
code191 - 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately)
48
7048
338317.92
code192 - 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately)
13.1
7355
96356.264
code193 - 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately)
19.44
8024
155988.6984
code194 - 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately)
12.6
8024
101103.786
code195 - KSRB 4.9.2 Providing TMT (Fe550) steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastages shall not be measured and paid) including cost of all materials, labour, HOM of machinery complete as per specifications. Specification No KBS 4.6.3
6.98
92140
643142.1558
code196 - KSRB 4.9.2 Providing TMT (Fe550) steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastages shall not be measured and paid) including cost of all materials, labour, HOM of machinery complete as per specifications. Specification No KBS 4.6.3
5.41
92140
498481.2411
code197 - 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.
222
364
80945.64
code198 - 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.
45
399.6
291
116479.404
code199 - Printing new letter and figures of any shade with synthetic
enamel paint black or any other approved colour to give an
even shade
20000
1
33000
code200 - 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
193.9
105
20371.134
code201 - 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
25.85
6168
159460.1195
code202 - 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 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. Including Farm work, Centriing and scaffolding
(As per Appendix 1 Pg.no97, consider Cement Concrete Drain wall) 35% of Finish rate of Concrete
112.3183
6838
768068.477256
code203 - 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.
85628.13
140
11994788.4504
code204 - 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)
3949.9
866
3421521.877
code205 - Part - A : Providing 2 pole structure at tapping point of the existing feeder line / sub StationRCC DP structure using 9mtsRCC pole with W/L 145kg.
1
21555
21555.84
code206 - 11kv 5KN polymeic pin insulator [24mm dia FRP rod].
6
211
1266.9
code207 - 11kv 45KN polymeic pin insulator.
6
191
1149.48
code208 - Guyset complete with No.15 strain insulator and concreting materials.
2
1205
2410.2
code209 - Caution / danger board
1
154
154.5
code210 - Anti climbing device [12mts/kg GI barbed wire]
2
91
183.34
code211 - 11kv 400 amps double break GOS
1
21897
21897.8
code212 - H frame for mounting GOS
1
4461
4461.96
code213 - Spiral earth electrodes
2
246
492.34
code214 - 11kv lightning arrestors metal oxide 9kv, 5KA polymeric type with ground connector.
1
4894
4894.56
code215 - Earthing materials - GI pipe for grounding
1
1784
1784.99
code216 - 11kv DOLO cut outs (set / 3 nos)
1
6048
6048.16
code217 - Erection of 9mts RCC pole DP structure
1
5533
5533.16
code218 - Fixing Guysets with NO.15 strain insulator, anchor rod and Turn Buckle.
2
610
1221.58
code219 - Fixing of caution/danger board
1
82
82.4
code220 - Fixing anti climbling device with barded wire
2
43
86.52
code221 - Erection of 400 apms d/b GOS
1
1250
1250.42
code222 - Erection of H frame for monting GOS
1
332
332.69
code223 - Fixing of spiral earth electrodes
2
95
191.58
code224 - Fixing 11kv lightning arrestors (set/3no.)
1
122
122.57
code225 - Fixing of earthings
1
977
977.47
code226 - Fixing of DOLO cut outs (set/3no.)
1
244
244.11
code227 - Guy concreting with boulders, mud and sand
2
257
515
code228 - painting of 9mts RCC poles of DP structure
2
988
1977.6
code229 - concreting of 9mts RCC DP structure poles: a)base concreting in CC1:4:8,5000x650x150mm
2
321
642.72
code230 - b)pole corecting in 1:2:4, 650x500x1700mm
2
3537
7074.04
code231 - c)coping of poles in CC 1:2:4, 150mm alround poles for an height of 300mm from ground level
2
321
642.72
code232 - Part - B :Extension of 11KV tapping line from the existing feeder line / sub Station using Coyote ACSR conductor RCC pole 9mts long - 145kg N/L
65
7288
473738.2
code233 - 11 Kv Horizontal cross arms with clamps,HTST supports, bolts, nuts and washers for RCC poles.
85
665
56557.3
code234 - 11kv, 5 KN polymeric pin insulator(24mm dia FRP rod)
225
211
47508.75
code235 - 11Kv, 70/90 Kn polymetric disc insulator
180
307
55434.6
code236 - Strain clamps 3 bolted type for disc insulator
180
898
161668.8
code237 - DP structure with 9mts RCC poles
3
21555
64667.52
code238 - Guyset complete with No. 15 strain insulator and concreting materials
20
1205
24102
code239 - Coyote ACSR conductor with1.5% sag
8.5
143170
1216945
code240 - Conductor accessories at 3% on above
8.5
4295
36508.35
code241 - P.G. clangs for coyote conductor
180
326
58771.8
code242 - Spiral earth electrodes
71
246
17478.07
code243 - E.G. stirrups with GI wire lacing (set/2no.)
65
284
18478.2
code244 - Caution / danger board
68
154
10506
code245 - Anti climbing devices(12mts/kg GI barbed wire)
71
91
6508.57
code246 - Guarding between HT and LT lines with 4 pin cross arms, bolt, nut and washers
5
4264
21321
code247 - 8mts RCC stud pole with 2 no. of 2 pin cross arms,bolt, nut and washers
10
5556
55568.5
code248 - 11kv 200amps double break GOS
3
9733
29200.5
code249 - H frame for monting GOS
3
4461
13385.88
code250 - 11kv lightning arrestors with 9kv, 5KN polymeric type with ground connector
3
4894
14683.68
code251 - Earthing materials pipe type for grounding
3
1780
5342.61
code252 - Erection of 9mts RCC poles
65
1794
116626.9
code253 - Fixing of 11kv horizontal cross arms with HTST supports
85
280
23813.6
code254 - Erection of 9m RCC structure (DP Structure)
3
5533
16599.48
code255 - Fixng of guyset with no. 15 strain insulators, anchor rod and turn buckles
20
610
12215.8
code256 - Stringing of coyote ACSR conductor
8.5
8240
70040
code257 - Fixing of spiral earth electrode
71
95
6801.09
code258 - Fixing of EG stirrups
65
164
10712
code259 - Fixing of caution / danger board
68
82
5603.2
code260 - Fixing of anti climbing devices
71
43
3071.46
code261 - Providing Road Gaurding's
5
1229
6149.1
code262 - Erection of 8mts RCC stud poles with 2nos Of 2 pin cross arms with bolt and nuts
10
1632
16325.5
code263 - Erection of 200 Amps D.B Gos
3
1137
3411.36
code264 - Erection of 'H'frame for mounting Gos
3
332
998.07
code265 - Fixing of 11 kv lighting arrestors
3
122
367.71
code266 - Fixing of Earthings
3
977
2932.41
code267 - Guy concreting with boulders, mud and sound
20
257
5150
code268 - Painting 9 Mts RCC Poles
71
988
70204.8
code269 - Concreting of 9mts RCC poles
a)Base concreting 1:4:8 500x650x150mm
71
321
22816.56
code270 - b)Pole concreting 1:2:4 650x500x1700mm
71
4629
328719.35
code271 - c) Pole coping in cc 1:2:4, 150mm around pole for height of 300mm from Ground Level
71
321
22816.56
code272 - Part - C : Extension of 11KV Single Circuit line from the existing feeder line using Coyote ACSR conductor RCC pole 9mts long - 145kg N/L
60
7288
437296.8
code273 - 11 Kv Horizontal cross arms with clamps,HTST supports, bolts, nuts and washers for RCC poles.
75
665
49903.5
code274 - 11kv, 5 KN polymeric pin insulator(24mm dia FRP rod)
225
211
47508.75
code275 - 11Kv, 70/90 Kn polymetric disc insulator
160
307
49275.2
code276 - strain clamps 3 bolted type for disc insulator
160
898
143705.6
code277 - DP structure with 9mts RCC poles
2
21555
43111.68
code278 - Coyote ACSR conductor with1.5% sag
7.5
143170
1073775
code279 - Conductor accessories at 3% on above
7.5
4295
32213.25
code280 - Guyset complete with No. 15 strain insulator and concreting materials
15
1205
18076.5
code281 - P.G. clangs for coyote conductor
160
326
52241.6
code282 - Spiral earth electrodes
64
246
15754.88
code283 - E.G. stirrups with GI wire lacing (set/2no.)
60
284
17056.8
code284 - Caution / danger board
62
154
9579
code285 - Anti climbing devices(12mts/kg GI barbed wire)
64
91
5866.88
code286 - 8mts RCC stud pole with 2 no. of 2 pin cross arms
20
5556
111137
code287 - Guarding between HT and LT lines with 4 pin cross arms
5
4264
21321
code288 - 11kv 200amps single break GOS
2
9733
19467
code289 - H frame for mounting GOS
2
4461
8923.92
code290 - 11kv lightning arrestors with 9kv, 5KN polymeric type with ground connector
2
4894
9789.12
code291 - Earthing materials GI pipe for grounding
2
1780
3561.74
code292 - Erection of 9mts RCC poles
60
1794
107655.6
code293 - Fixing of 11kv horizontal cross arms with HTST supports
75
280
21012
code294 - Erection of DP set
2
5533
11066.32
code295 - Stringing of coyote ACSR conductor
7.5
8240
61800
code296 - Fixng of guyset with no. 15 strain insulators, anchor rod and turn buckles
15
610
9161.85
code297 - Fixing of spiral earth electrode
64
95
6130.56
code298 - Fixing of EG stirrups
60
164
9888
code299 - Fixing of caution / danger board
62
82
5108.8
code300 - Fixing of anticlimbing devices
64
43
2768.64
code301 - Erection of 8mts RCC stud poles with 2no. Of 2 pin cross arms
20
1632
32651
code302 - Providing guardings
5
1229
6149.1
code303 - Erection of 11Kv 200 ASB Gos
2
1137
2274.24
code304 - Erection of 'H'frame for mounting Gos
2
332
665.38
code305 - Fixing lighting arrestors
2
122
245.14
code306 - Providing earthings
2
977
1954.94
code307 - Guy concreting with boulders, mud and sound
15
257
3862.5
code308 - Painting 9 Mts RCC Poles
64
988
63283.2
code309 - Concreting of 9mts RCC poles
a)base concreting 1:4:8 500x650x150mm
64
321
20567.04
code310 - b)pole concreting 1:2:4 650x500x1700mm
64
4629
296310.4
code311 - c)coping in cc 1:2:4 and as per actuals
64
321
20567.04
code312 - Part - D : Erection of 3phase 11kv/433volts Distribution transformer mounting Double pole structure Using 9mts Long RCC ploes. [Excluding transformers]9mts RCC DP transformer structure using 9mtr RCC poles.
14
32500
455008.68
code313 - 11kv 5KN polymeric pin insulators
84
211
17736.6
code314 - 11 KV 45KN polymeric insulators
84
191
16092.72
code315 - Guyset complete with no 15 strain insulators and concreting materials
56
1205
67485.6
code316 - Earthing materials pipe type for grounding
42
1780
74796.54
code317 - Caution / danger board
14
154
2163
code318 - Anti climbing devices(12mts/kg GI barbed wire)
28
91
2566.76
code319 - GI wire 8 SWG
70
77
5410.3
code320 - Guy wire 7/10 SWG
140
79
11137
code321 - 11 KV lightning arrestors, metal oxide, 9KV, 5KN polymeric type with ground connector (Set/3Nos)
14
4894
68523.84
code322 - 11kv solid core type HG fuse unit (Set/3Nos)
14
1101
15414.98
code323 - 11kv 200Amps single break GOS
14
9733
136269
code324 - H frame for mounting GOS
14
4461
62467.44
code325 - Spiral earth electrodes
28
246
6892.76
code326 - Erection of 9 mts RCC DP Transformer structure
14
7192
100694.86
code327 - Fixing of Guysets with break insulator turn buckle and anchor rad.
56
610
34204.24
code328 - Provings earthigs
42
977
41053.74
code329 - Fixing of Caution / Danger Board
14
82
1153.6
code330 - Fixing of Anti climbing devices
28
43
1211.28
code331 - Guyset concreting with boulders,mud and sand
56
257
14420
code332 - Fixing of 11 KV lightning arrestors (Set/3Nos)
14
122
1715.98
code333 - Fixing of 11kv solid core type HG fuse unit
14
244
3417.54
code334 - Erection of 11kv 200amps GOS
14
1137
15919.68
code335 - Erection of 'H' frame for fixing of 200amps S.B GOS
14
332
4657.66
code336 - Fixting of Spiral earth electrodes
28
95
2682.12
code337 - Painting of 9.0mtr RCC poles
28
988
27686.4
code338 - Concreting 9 mtr RCC D.P transformer structure a) Base concreting CC 1:4:8, 500x650x150 mm
28
321
8998.08
code339 - b)Pole concreting of 1:2:4, 650x500x1700 mm
28
4629
129635.8
code340 - c)Coping in CC 1:2:4, 150mm alround pole for an height of 300mm from ground level
28
321
8998.08
code341 - Part - E : Extension of LT 3 phase 5 wire line on 9mts RCC poles inside layout using rabbit ACSR conductor. RCC pole 9mts long 145kg W/L
200
7288
1457656
code342 - LT 4 pin cross arms with pole clamps bolt, nut and washers for RCC poles
250
435
108922.5
code343 - LT 2 pin cross arms with pole clamps bolt, nut and washers for RCC poles
250
273
68495
code344 - 1.1 Kv pin insulator with GI pins
1250
67
84975
code345 - No.8 Strain insulator
850
27
23638.5
code346 - Guyset complete with No.8 strain insulator & concreting materials
50
1172
58607
code347 - Rabbit ACSR conductor with 1.5% sag
40
47621
1904840.8
code348 - Conductor accessories at 3% on above
40
1428
57145.2
code349 - Spiral earth electrodes
200
246
49234
code350 - Sheet metal / Deep drawn street lighting meter box with automatic control switch conductors with single phase 5-30Amps meter & 50/5A CT including wiring
14
6163
86289.28
code351 - PVC pipe 40mm dia
84
61
5191.2
code352 - PVC insulated wire 25sqmm single core multistrand aluminium wire
350
45
15981
code353 - Caution / danger board
200
154
30900
code354 - Anti climbing devices(12mts/kg GI barbed wire)
200
91
18334
code355 - PG clamps for Rabbit conductor
850
105
89301
code356 - RCC pole 8mtr long for stud with 2 Nos of 2 pin cross arms with clamps, bolts and nuts
55
5556
305626.75
code357 - LED steet light fittings with 40 Watts
200
4144
828944
code358 - Supplying and fixing GI pipe bracket for above
200
1127
225570
code359 - Guarding for road crossings
12
4264
51170.4
code360 - Erection of 9mtr RCC poles
200
1794
358852
code361 - Fixing of LT 4 pin cross arms with clamps
250
164
41200
code362 - Fixing of LT 2 pin cross arms with clamps
250
164
41200
code363 - Fixing of Guyset with No.8 strain insulator, anchor rod & turn buckle
50
610
30539.5
code364 - Stringing of Rabbit ACSR conductor
40
4491
179673.2
code365 - Fixting of Spiral earth electrodes
200
95
19158
code366 - Fixting of Caution / danger board
200
82
16480
code367 - Fixing of street light metering box
14
774
10843.84
code368 - Fixing of 8mts long RCC stud poles with 2 No's of 2pin cross arms
55
1632
89790.25
code369 - Fixing of LED street light fittings
200
166
33372
code370 - Providing guarding for road crossings
12
1229
14757.84
code371 - Guy concreting with boulders, mud and sand
50
257
12875
code372 - Painting of 9mtr and 8mtr long RCC poles
200
988
197760
code373 - Concreting of 9mts RCC poles a) Base concreting with cc 1:4:8 500 x 650 x 150mm
200
321
64272
code374 - b) Pole concreting with cc 1:2:4650 x 500 x 1700mm
200
4629
925970
code375 - c) Pole coping with cc 1:2:4, 150mm around pole for an height of 300mm from ground level
200
321
64272
code376 - Part - F : Providing solar lights in parks with 5.5mts M.S.Pole.Supplying testing and commissioning at site outdoor type solar street lights with the following specifications:-
Astand alone solar protovoltaic system 1X74 watt output PV Module comprises acompact fluorescent lamp(CFL)lead acid battery,pvc modulecontrol electronic inter connecting wires,cables modle connecting hard waires,battery base,operaters and instructions.The system should be designed to automatically switch off at day.The lamp should be compact fluorecent lamp(CFL)tube with 4pin or 2pin type with rating of 11 volts 'E' or PL type with adequatepreheating circuit must be provided.The light out putfrom the lamp should be around 900 +/-5 lumens, Flooded electrode type battery position.Tublar platelow maintenence lead acid battery. The battery will have minimum rating of 12 volts 75AH.The Inverter should have equal sign wave or sign way type with freqre may in range of 20-30RH-2 half wave opertion is not acceptable.The photovoltic module under STC should be minimum of the walts.The system should have protections aginst battery over dischrge, deep dis charge of short circuit.The pole should be made of mild steel with 5.5mts height and painted with enamel paint(Approved rate)
10
46144
461440
code377 - PART -G 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
12
15965
191580
code378 - 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
12
2405
28860.6
code379 - 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
24
6171
148122.24
code380 - 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
480
146
70128
code381 - Providing and laying inposion 100 mm dia stone ware pipe in existing trench.
480
221
106296
code382 - Supply and fixing heavy duty cable glands suitable for UG cable of 1.1kv class(Metal only) 32mm dia
8
345
2760.4
code383 - 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
24
120
2892.24
code384 - 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
code385 - 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.
1
718
718.94
code386 - Supply and wrapping the conductor with camabrick tape roll
roll
5
718
3594.7
code387 - Supplying tinned alluminium lugs and crimping and wiring to terminal point for wires of 16 Sqmm
16
2
32.96
code388 - Wiring for street lights circuit using one of FRLS PVC insulated 1100 V grade multistrand copper wire single core
420
64
27253.8
code389 - 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
code390 - PVC pipe 40mm dia
6
61
370.8
code391 - PVC insulated wire 25 Sqmm single core Multistranded
25
45
1141.5
code392 - 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
360
78
28180.8
code393 - Labour charges for laying of 1.1kv class UG cable in existing trench
360
12
4399.2
code394 - 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
code395 - Part - H Providing of polygon Highmast Luminaries with all accessaries at road circles / junctions points in the proposed 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
code396 - 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
code397 - Providing cement concrete to high mast with material and labour including neccesary curing etc., cmplete
2
17575
35151.84
code398 - 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
code399 - 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
code400 - 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
code401 - 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
code402 - 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
code403 - Laying of LT UG cable in existing trench
100
21
2152
code404 - 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
code405 - 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
code406 - 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
code407 - 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
code408 - 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
code409 - 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
code410 - Suppling and running of GI strips for grounding connections, using necessary fixing materials as required 25x6mm GI strips
50
131
6592
code411 - Part - I : Laying of 11kv 3 core 240sqmm x LPE UG cable across the existing 110kv line inside layout. RCC DP structure using 9mtsRCC pole with W/L 145kg.
2
21555
43111.68
code412 - 11kv 45KN polymeic insulator
6
191
1149.48
code413 - Guyset complete with No.15 strain insulator and concreting materials
4
1205
4820.4
code414 - Spiral earth electrodes
4
246
984.68
code415 - Caution / danger board
4
154
618
code416 - Anti climbing device [12mts/kg GI based wire]
4
91
366.68
code417 - 11kv 200 amps S/B GOS
2
9733
19467
code418 - H frame for mounting GOS
2
4461
8923.92
code419 - 11kv lightning arrestors metal oxide 9kv, 5KA polymeric type with ground connector
2
4894
9789.12
code420 - Earthing materials- pipe type for grounding
2
1780
3561.74
code421 - 11 kv class 3Cx240sqmm XLPE, UG CABLE [ROUND ARMOUURED]2R.
0.2
1705729
341145.888
code422 - cable termination out door HS type suitable for 3Cx240sqmm UG cable
4
5477
21910.16
code423 - Cable covering tiles 250X125X40mm
800
10
8448
code424 - sand
12
1839
22074.96
code425 - RCC hume pipes,2000mm long 150mm dia
6
316
1897.26
code426 - Collars for RCC hume pipes
6
84
506.76
code427 - GI pipe 100 mm dia for cable raising
24
1272
30529.2
code428 - Route and joint indicating stones
4
136
547.96
code429 - Erection of 9mts RCC poles DP structure.
2
5533
11066.32
code430 - Fixng of guyset with no. 15 strain insulators, anchor rod and turn buckles
4
610
2443.16
code431 - Fixing spiral eath electrode
4
95
383.16
code432 - Fixing of caution / danger board
2
82
164.8
code433 - Fixing of anti climbing device
4
43
173.04
code434 - Erection of 200amps S/B GOS
2
1137
2274.24
code435 - Erection of H frame for monting GOS
2
332
665.38
code436 - Fixing of ligghting arrestors (set/3no.)
2
122
245.14
code437 - Providing earthing
2
977
1954.94
code438 - Laying of 11 kv class 3Crx240sqmm XLPE, UG CABLE [ROUND ARMOUURED]
0.2
66077
13215.518
code439 - Making cable termination kits
4
2737
10950.96
code440 - Cable trench excavation in an ordinary soil
12
269
3238.32
code441 - Refilling and consolidation
12
164
1977.6
code442 - Covering cables with tiles
0.2
4498
899.602
code443 - Spreading sand and forming with sand round the cable
0.2
15254
3050.86
code444 - Laying of RCC hume pipe
12
71
852.84
code445 - Laying of GI pipe
24
95
2298.96
code446 - Laying of Route and joint indicating stones
4
119
477.92
code447 - Part - J :Providng 1 No of 11 kv, 1250 Amps, 25KV MCVCB Feeder panel at the existing sub Station. 11 kv, 25 ka, 1250 Amps MCVCB Feeder panel with SCADA Compitable 110V DC
1
874902
874902.6
code448 - Remote Control Annotation panel I/C + 4F
1
144570
144570.8
code449 - 1.9 Core 2.5 sq.mm copper cotrol cables
75
540
40556.25
code450 - HT UG Cable, 11KV class XLDE 3 cr 400 sqmm including coiling etc.
80
2571
205708
code451 - Indoor Termination Kit 11 kv class suitable for 3 x 400 sqmm X LPE HT UG CABLE - heat shrinkable type.
1
4959
4959.45
code452 - outdoor Termination Kit 11 kv class suitable for 3 x 400 sqmm X LPE HT UG CABLE - heat shrinkable type.
1
5518
5518.74
code453 - RCC 11 KW DP Structure using 9 mtr RCC Pole W/L 145Kg
1
21555
21555.84
code454 - 400 Amps Double break GOS
1
21897
21897.8
code455 - Coyote Conductor
50
143
7158.5
code456 - Copper terminals 185 sqmm heavy long barrel
8
282
2257.76
code457 - Guy set with No 15 Strain insulator
2
1205
2410.2
code458 - H Frame Mounting
1
4461
4461.96
code459 - Loading of 11kv Panel, power and control Cable etc
3
2122
6368.49
code460 - Unloading of 11kv Panel, power and control Cable etc
3
2122
6368.49
code461 - Erection alignment and fixing to the foundation, indoor/outdoor 11kv swith Gear panel / Unit including movement from the unload point of Erection
1
2143
2143.43
code462 - Wiring and assisting in testing and commissioning of panel
1
969
969.23
code463 - Testing and commissioning, identification of wires, ferroing crimping and termination of wires for annumaciation etc testing of ralays, CTS, DTC and breaker for operation for 11 kv panel
1
19543
19543.22
code464 - Erection of annuciation panel
1
1952
1952.88
code465 - Grounding of equipment by providing cast iron pipe of 100 mm diaID 13 mm thickness, 2075 mtrs long with 2 points clamp out of GI Plates 50 x 6 mm counting welded alround the pipe using cast welding Electrode as per drawing the cost of execution (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 mmof suitable length and welded as per specification
2
16771
33542.98
code466 - Grounding of equipment with 50 x 6 mm GI heat and connecting equipments to the earth mat/Ground pit. Each point of Earthing with all formation works like bending by welding (including of all T & P and consumables ) to the work Earth mat/ground pit/point of earth connection, all the materials supplied by the contractor
5
224
1122.7
code467 - Lating of Control panel
75
15
1158.75
code468 - Formation of pot Head for 3 x 400 sqmm 11 kv class x LPE UG Cable.
1
2737
2737.74
code469 - Erection of DP Structure
1
5533
5533.16
code470 - Fixing of GOS Including wiring
1
1250
1250.42
code471 - Earth excavation in ordinary soil and removing the excavated earth with Lead and Lift disposed Earth,Leveled, excavated surface loaded and neatly Dressed etc. Complete as per specification
10
269
2698.6
code472 - Laying of power cable in the Trench
75
68
5101.5
code473 - Spreading and Forming with sand alround the cable
75
15
1143
code474 - conveying the cables with tiles
10
4
45
code475 - Fixing of Guyset with 2 break insulator making use of 7/3.15mm (7/10 SWG galvonising steel wire from break and anchoring arrangements as per approved drawing ( including excavation of pit )
2
610
1221.58
code476 - Providing Concrete to Grey sets with material and Labour including necessary curving the complete (cost does not includes excavation )
2
848
1697.44
code477 - Erection "H" at amc for mounting GOS
1
437
437.75
code478 - Miscellaneous Labour Like Letter writing of panel vermic proof drilling cutting ,grinding,welding rubber mater.
1
2715
2715.08
code479 - Switch gear foundation, Shelter to accordinate 11 kv MCVCB Panel and illumination etc.
1
257500
257500
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