Karnataka Neeravari Nigam Limited Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 27,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Survey, Investigation, Design, Supply, Installation, Testing And Commissioning Of Lift Irrigation System For Filling Up Of 6 Nos Mi / Zp Tanks By Lifting Water From Krishna River
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
KNNL/2024-25/OW/WORK_INDENT1624/CALL-3Tender No
KNNL/2024-25/OW/WORK_INDENT1624/CALL-3Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
Instructions to Tenderers
BOQ Items
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code04 - Earth work excavation for pipeline trenches 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. Ordinary.soft rock .without requiring blasting. Depth upto 1.5 m
17293
476
8243573.1
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code05 - Ordinary.soft rock .without requiring blasting. Depth exceeding 1.5 m, but not exceeding 3.0 m
1285
584
751532.25
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code06 - 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 blasting materials,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 .requiring blasting. Hard rock .requiring blasting. Depth upto 1.5 m
2509
702
1762447.05
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code07 - Hard rock .requiring blasting. Depth exceeding 1.5 m, but not exceeding 3 m
1178
789
930148.8
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code08 - Hard rock .blasting prohibited. Depth upto 1.5 m
475
1064
505732.5
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code09 - Hard rock .blasting prohibited. Depth exceeding 1.5 m, but not exceeding 3 m
233
1176
274008
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code10 - Excavation in hard rock of all toughness including boulders above 0.6m dia. . 0.113 cum . by approved controlled blasting methods forfoundations of canal cross drainage and other appurtenant structures for control of vibrations and by making muffling arrangements for control of fly.rock and by adopting any one or combination of line drilling . pre.splitting . smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials,machinery, labour and all other ancillary operations complete..Organisation specific.
906
1032
935127.9
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code11 - Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded . submerged arc welded mild steel .Fe.410 grade. raising main pipe of specified diameter and plate thickness provided with flanges . outlets wherever required for connecting to manifold system .for fixing valves and provided with 2 coat of 60 mm micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25 mm thick outer lining of CM 1.3 propotion by volume .aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips. over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure etc.,complete as per specifications and approved drawings with all lead and lifts. 1000 mm ID, 6.00 mm thick MS Pipe
1
17684
17684.6
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code12 - 398.4 mm ID, 4.00 mm thick MS Pipe
7457
4040
30130157.64
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code13 - 315 mm ID, 11.00 mm thick MS Pipe
4.5
11209
50444.325
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code14 - 150.0 mm ID, 5.00 mm thick MS Pipe
194
1977
383633.06
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code15 - 200.0 mm ID, 5.00 mm thick MS Pipe
74
2685
198746.24
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code16 - Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms.cu cm and viscosity of 1000.2000 cps . 150 gms.sqm followed by seven layers.4mm thick. of polythene polymerised bitumen and polyester of local 7 layers. pipe coat 4 mm should conform to requirement of IS. 10221 and AWWA C.203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete.
9709
794
7708946
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code17 - 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, stubends, flanged sets, bedns, reducers etc. complete .Contractor will make his own arrangements for procuring water for testing. etc. HDPE Grade PE 100.PN 10, 200 mm dia
2234
1694
3785959.8
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code18 - HDPE Grade PE 100.PN 3, 280 mm dia
357
1269
453193.65
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code19 - HDPE Grade PE 100.PN 3, 200 mm dia
2531
710
1799161.35
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code20 - HDPE Grade PE 100.PN 4, 200 mm dia
357
835
298380.6
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code21 - HDPE Grade PE 100.PN 4, 280 mm dia
1755
1529
2684886.75
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code22 - HDPE Grade PE 100.PN 4, 315 mm dia
3264
1864
6086707.2
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code23 - HDPE Grade PE 100.PN 3, 315 mm dia
4887
1555
7599529.35
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code24 - HDPE Grade PE 100.PN 4, 355 mm dia
3346
2346
7852225.5
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code25 - Manufacturing, providing, transporting, rolling, lowering, laying, jointing . testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS.7322.1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS.3589.2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick .after dry. over one coat of food grade epoxy primer of approved make with minium of 50 micron thick .after dry. and outside 25mm thick coating in CM 1.3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC . MS . CI . AC . DI . PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. .Contractor will make his own arrangements for procuring water for testing.
12100
178
2159850
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code26 - Refilling available earth around trenches.pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications.
28313.38
168
4756647.84
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code27 - Providing and fixing 200 x 200 x 750 mm roughly dressed boundary .demarcation . chainage. arrow stones including cost of all materials,labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts.
2576
283
730296
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code28 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC.8.1980, fixing in position including painting and printing etc. .ii. Ordinary Km stone .precast.
87
3073
267381.45
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code29 - Providing casing embankment using semi.pervious soil available from excavation in layers of 250 to 300 mm . before compaction .including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges . sides, watering,compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts.
1150
138
159390
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code30 - Providing Murrum bedding for the pipe line trenches in block cotton and rock reaches including watering and consolidationby punners etc. complete with all lead and all lifts.
38
861
32718
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code31 - Installation of product pipe by manual jacking method . Manufacturing, providing, transporting, rolling, lowering, laying . jointing, testing, commissioning of ERW .Electric Resistance Welded., SAW .Submerged Arc Welded. MS pipe .Fe.410 grade. conforming to IS 3589.2001 with latest ammendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead ,lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming . Jacking method to cross Railway track . NH .BDA .BBMP.Other roads.Existing utilities . NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP.MS or other similar material should be provided in between carrier . casing pipe to prevent carrier pipe forming metallic contact with casing pipe. Note . a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour. d. The cost of jacking and receving pits shall be proposed seperatelly as per site requirement. Jacking of 900 mm dia . 16mm thick M.S. Casing Pipe.
176
55854
9830436
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code32 - Jacking of 900 mm dia . 10mm thick M.S. Casing Pipe.
60
42005
2520315
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code33 - 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
2206.2
107
236284.02
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code34 - Earth work excavation for Foundation by mechanical means for all works . depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting . stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery . other appurtenaces required to complete the work In ordinary.soft rock without blasting upto 1.5 m depth
2835
381
1080560.25
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code35 - Depth 1.5 m to 3.0 m
769.4
446
343344.75
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code36 - Depth exceeding 12.0 m, but not exceeding 13.5 m
266
651
173293.68
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code37 - Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including stting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting . stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery . all other appurtenaces required to complete the work
354
581
205921.8
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code38 - In Hard Rock . requiring blasting. Depth upto 1.50m
273
654
178582.95
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code39 - 2 Depth exceeding 1.5 m, but not exceeding 3 m
225
746
167973.75
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code40 - Depth exceeding 4.5m, but not exceeding 6m
225
783
176370.75
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code41 - Depth exceeding 6.0 m, but not exceeding 7.5m
150
823
123460.5
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code42 - Depth exceeding 13.5m, but not exceeding 15.0m
244
1050
256314.68
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code43 - Depth exceeding 15.0m, but not exceeding 16.5m
230
1102
253687.7
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code44 - Depth exceeding 16.50m, but not exceeding 18.00m
230
1158
266372.2
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code45 - Depth exceeding 18.0m, but not exceeding 19.50m
230
1216
279691.5
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code46 - Depth exceeding 19.5m, but not exceeding 21.0m
230
1276
293675.5
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code47 - Depth exceeding 21.0m, but not exceeding 22.5m
230
1340
308358.7
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code48 - Depth exceeding 22.5m, but not exceeding 24.0m
77
1407
108395.21
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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..The cost of steel reinforcement . formwork to be paid separately. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
137.8
6971
960617.58
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code50 - Columns
4.5
9958
44814.24
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code51 - Columns
4.1
11286
46274.855
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code52 - Floor and Roof beams
6.4
10622
67984.896
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code53 - Slabs
9.3
9958
92616.096
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code54 - Chejja
1.1
9626
10589.436
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code55 - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
500.8
6985
3498308.352
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code56 - 0 to 5m
10
11309
113097.6
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code57 - M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 to 5m
315.2
7433
2342897.36
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code58 - For Piers and abutments 0 to 5m
112
7787
872145.12
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code59 - 5 m upto 10 m
112
7787
872145.12
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code60 - beyond 10 m upto 15 m
112
7787
872145.12
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code61 - beyond 15 m upto 20 m
112
7787
872145.12
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code62 - beyond 20 m upto 25 m
112
7787
872145.12
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code63 - beyond 25 m upto 30 m
2.3
7787
17910.123
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code64 - For Beams and Lintels 0 to 5m
18.8
11326
212939.328
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code65 - Slabs 0 to 5 m
21.9
10618
232548.435
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code66 - For Beams and Lintels M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0 to 5m
21.2
11771
249561.312
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code67 - 5 m upto 10 m
17.6
12301
216506.048
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code68 - beyond 10 m upto 15 m
36.4
12389
450987.628
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code69 - 0 to 5m
20.4
12507
255152.796
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code70 - 5 m upto 10 m
20
13125
262510.2
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code71 - beyond 10 m upto 15 m
10
13228
132285.1
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code72 - 0 to 5m
16.5
11036
182094.33
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code73 - 10 m upto 15 m
52.4
11551
605273.972
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code74 - 0 to 5m
58.2
8093
471017.256
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code75 - 10 m upto 15 m
37.4
8196
306533.392
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code76 - 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
258.58
82961
21452197.599
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code77 - Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. One coats on old work as per specifications and as per directions of Engineer in charge.
72
86
6199.2
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code78 - Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.
2100
118
249165
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code79 - Filling available excavated earth .excluding rock. in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
5827.6
279
1627648.68
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code80 - Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lifts.
617
477
294771.75
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code81 - Providing and constructing size stone pitching using 200 to 250 mm size stones with pin headers at 2 per m2 set in CM 1.5 proportion by volume with pointing joints in CM 1.3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing and all othe ancillary operations complete 450mm thick
48
681
32709.6
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code82 - Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure, platfom, railing, ladder with all accessories for operating canal escape . regulator gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings. Note. 1. Capacity of hoist in t with 25 . reserve capacity .2.50 x Wt of gate. . Hoist capacity shall be rounded off to next 1 tonne . Weight of hoist with all accessories. 300 kg per tonne capacity of hoist 2. Quantity of structural steel . 61.2 . of computed weight for 1 hoist
2.3
50085
115195.5
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code83 - Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding, finishing,cleaning,applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings.
1.35
138390
186826.5
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code84 - Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog gate consisting of skin plate, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, stiffeners, guide shoes, rubber seals with all accessories for pump house intake vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and allother ancillary operations complete as per specifications and approved drawings.
0.9
169050
152145
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code85 - Supply and fixing of Single . Double 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 TP Air Valves of 80mm dia Valve PN16.0
7
30455
213186.75
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code86 - For TP Air Valves of 80mm dia Valve PN10.0
40
30455
1218210
... More
code87 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis 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 to face dimensions as per IS 14846.2000 only.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 minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts . nuts and rubber insertions etc. but excluding earth work. .Note. TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate. 100 mm diameter Scour valve with accessories.PN.16
3
13078
39236.4
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code88 - 100 mm diameter Scour valve with accessories.PN.10
19
11428
217135.8
... More
code89 - For Sluice Valve of PN 16.0 and 200mm
4
34687
138751.2
... More
code90 - For Sluice Valve of PN 16.0 and 150mm
8
22207
177660
... More
code91 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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.
39.7
8621
342275.535
... More
code92 - Providing 20 mm cement plaster with cement mortar 1.3 .1 cement. 3 coarse sand. finished with a floating coat of neat cement 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.
838
450
377477.1
... More
code93 - Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS. 4454 . part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.
13.5
2764
37322.775
... More
code94 - Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber . neoprene gasket etc. complete as per the architectural drawings and the directions of engineer.in.charge . .Cost of aluminium snap beading shall be paid in basic item..With float glass panes of 4.0 mm thickness .weight not less than 10kg. m2. including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.
7
1037
7261.8
... More
code95 - Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.
3446
144
499325.4
... More
code96 - Providing and constructing protective railing consisting of cast in.situ railing posts of size 150 x 150 mm at bottom, 100 x 100 mm at top and 750 mm height, placed approximately at 2 m centre to centre in M.20 .28 days cube compressive strength not less than 20 N . sq mm. grade cement concrete using 20 mm down approved clean, hard, graded aggregates with each post reinforced by 4 numbers 8 mm dia.main bars embedded in kerb concrete for 400 mm depth and 5 numbers 6 mm dia. stirrups and fixing 3 rows of 40 mm dia. GI pipes with two coats of synthetic enamel painting over a coat of red oxide primer paint includingcost of all materials, machinery, labour, formwork, supports, fabricating and placing reinforcement bars, batching, mixing, placing in position, compacting, finishing, curing etc., complete with all lead and lifts.
66
1778
117394.2
... More
code97 - Finishing walls with water proofing cement paint of required shade .New work .Two coats applied . 4.84 kg.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
498.4
93
46575.48
... More
code98 - Finishing walls with 100. Premium acrylic emulsion paint having VOC less than 50 gm.litre and UV resistance as per IS 15489.2004, Alkali . fungal resistance, dirt resistance exterior paint of required shade .Company Depot Tinted. with silicon additives, New work .Two coats applied . 1.43 litre. 10 m2. Over and including priming coat of exterior primer applied . 0.90 litre.10 m2 with paint of approved quality 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.
937.4
163
153546.12
... More
code99 - Construction of Granular Sub.Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. By mix in place method .B.. Note.. Any one of the grading for GSB material may be adopted as per design IRC.37.2018. For Grading .V Material
58
2476
143663.1
... More
code100 - Wet Mix Macadam .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.
635.9
2686
1708631.505
... More
code101 - Bituminous Concrete Grading II for traffic .20 MSA Providing and laying Bituminous Concrete with 40.60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG.30, . 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.
5.6
11501
64409.52
... More
code102 - 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.
93.75
10659
999337.5
... More
code103 - Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG.30, . 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects..
199.7
9298
1856970.36
... More
code104 - Providing and fixing Steel work welded in built up sections. framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.
480.9
118
57058.785
... More
code105 - Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete. Fixed to steel windows by welding
199.8
176
35244.72
... More
code106 - Providing and laying vitrified floor tiles in different sizes .thickness to be specified by the manufacturer. with water absorption less than 0.08. and conforming to IS. 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1.4 .1 cement . 4 coarse sand., jointing with grey cement slurry . 3.3 kg. m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm
52.1
1202
62637.225
... More
code107 - Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS . 15622 .thickness to be specified by the manufacturer . of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer.in.Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1.3 .1 cement. 3 coarse sand. and jointing with grey cement slurry . 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete.
9.3
1161
10800.09
... More
code108 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1.3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
33.3
1521
50664.285
... More
code109 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
273.3
105
28696.5
... More
code110 - Interior Painting. Wall painting with premium acrylic emulsion paint of interior grade, having VOC .Volatile Organic Compound . content less than 50 grams. litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.
273.3
115
31566.15
... More
code111 - Providing and laying in.situ vibrated M.15 . 28 days cube compressive strength not less than 15 N . sq mm. grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts.
127.21
6370
810372.2235
... More
code112 - Construction of sub.grade and earthen shoulders with approved material obtained from borrow pits with all lifts . leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300.2
1227
517
635156.55
... More
code113 - 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 .VI Material
500
2659
1329825
... More
code114 - 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 0.70 kg per m2 using mechanical means. A. .i. Prime Coat over WMM.WBM
3750
43
161437.5
... More
code115 - 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 broomTack coat on Bituminous surface
3750
12
47250
... More
code116 - Construction of Embankment by excavating the available approved Gravel.Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage. all other appurtenaces required to complete the work.
2404.4
497
1196669.88
... More
code117 - Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching. cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
174
117
20462.4
... More
code118 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG . above 1100 CMF . above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour .Excluding cost of casing pipes, collars, cap etc., complete . Borewell depth of 0 to 50 m
50
388
19425
... More
code119 - Borewell depth of 50 to 100 m
50
487
24360
... More
code120 - Providing and fixing of retro. reflectorised cautionary, mandatory and informatory sign as per IRC.67.2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm.4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC.67.2012.
8
3754
30038.4
... More
code121 - 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
110
2029
223261.5
... More
code122 - 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
1
172
172.2
... More
code123 - Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034.2000.3Phase, SS Bowl . Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. 7.50 HP . 135 LPM . 140 m . 10 STG Outlet Dia . 2.00”
1
38451
38451
... More
code124 - Supply and delivery at site GM .copper alloy. gate valves confirming to Class.I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554. 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 50 mm dia GM .Copper alloy. Gate valves
1
1772
1772.4
... More
code125 - Providing GM .copper alloy. reflex valves. globe valves confirming to Class.I and as per IS 778.1990 with latest amendments, 1 No. and with ISI mark screwed female ends confirming to IS 554. 1990 horizontal body hydraulically tested for 1.50 HP and seat hydraulically tested 1 HP. For 50 mm dia GM .Copper alloy. Globe valves
1
833
833.7
... More
code126 - Providing, Laying and Fixing GI pipes conforming to IS 1239.1990 with latest amendments complete with GI fittings .excluding the cost of fittings. with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. .contractor will make his own arrangements for procuring water for testing. Light Duty GI pipe of 50mm dia
130
464
60333
... More
code127 - Providing wrought mild steel .galvanized. 15 mm dia GI collar confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI collar.
25
280
7008.75
... More
code128 - Supply and delivery at site wrought middle steel .galvanized. GI bend confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI BEND
10
375
3759
... More
code129 - Supply and delivery at site wrought middle steel .galvanized. GI tee confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI TEE
5
311
1559.25
... More
code130 - Supply and delivery at site wrought middle steel .galvanized. GI union confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI Union
10
280
2803.5
... More
code131 - Supply and delivery at site wrought middle steel .galvanized. GI plugs confirming to IS 1239.II, 1991 with latest amendments if any. For 50 mm dia GI Plugs
10
208
2089.5
... More
code132 - Supply and delivery at site wrought middle steel .galvanized. GI back nut. check nut confirming to IS 1239.II, 1991 with latest amendments if any.For 50 mm dia GI Black nut
15
280
4205.25
... More
code133 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.
78
591
46109.7
... More
code134 - Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
6
338
2028.6
... More
code135 - Supplying S.S RCC SPUN . VIBRATED CAST PIPES .REINFORCED. pipes NP.3 Class conforming to IS.458.1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS. 5382 for S.S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. .Contractor will make his own arrangements for procuring water for testing.. Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 800 mm dia.
526
4532
2384279.1
... More
code136 - RCC NP3 Class pipe of 1000 mm dia.
100
5746
574665
... More
code137 - KSRRB M800.11.1.Painting lines, dashes, arrows etc.,on Roads in two coats on New Work..Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS.164.2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
12
213
2557.8
... More
code138 - Supply and fixing of DI Double flanged wafer type . Concentric. . double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 . IS 13095 with shaft shall be of stainless steel AISI 410.431.420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished.Bolted External Seat of SS 304 . CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558.1 Basic series 14 .DIN 3203 F4. or AWWA C 504 . 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. 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 suitabale for buried operaion with the gear box sealed and lubricated for life time opration. . All the drilled holes in the body shall be of though holes, no tapped holes will be allowed. For Butterfly Valve of PN 16.0 and 400mm
1
98956
98956.2
... More
code139 - For Butterfly Valve of PN 10.0 and 300mm
3
64111
192335.85
... More
code140 - For Butterfly Valve of PN 10.0 and 200mm
4
34312
137251.8
... More
code141 - Providing hearting . casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm . before compaction. including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges .sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts.
11175
642
7181055
... More
code142 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix .1.3 .1 cement. 3 fine sand. to brick 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
322
339
109206.3
... More
code143 - 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 MS angle of 65 x 65 x 8mm 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1.2.4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with. MS angle of 65 x 65 x 8mm
118.7
4595
545527.395
... More
code144 - 150 mm dia .Float Valve
4
140162
560648
... More
code145 - M.S.Fabricated Self Acting Air Cushion Valves with D.I.soft seated Isolating GateValve, FLANGES DRILL TO IS.1538 of specified diameter with all fixtures including cost of all materials, machinery, labouretc. including associated MSStub and flanges,complete with all leads and lifts. 100mm diameter Air Cushion valve with accessories for PN 10
4
82806
331224
... More
code146 - Supplying, fixing and commissioning of stainless steel 304 orifice plate specified diameter with all fixtures including cost of all materials, machinery, labour etc., including associated MS Stub and flanges,complete with all leads and lifts. 200 mm dia.
5
54200
271000
... More
code147 - Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two .O. rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 300 ID TEE . fitting for 300mm dia pipes
49
2016
98784
... More
code148 - 200 ID TEE . fitting for 200mm dia pipes
17
1363
23187.15
... More
code149 - 110 mm PE 100 PN 3
220
270
59598
... More
code150 - Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting . stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, blasting materials, tools, usage of Machinery . all other appurtenaces required to complete the work
121.34
581
70583.478
... More
code151 - 0 to 5m
89.78
654
58729.587
... More
code152 - Providing Size Stone masonry with hard stone in foundation . plinth with Cement mortar 1.6 .1 cement . 6 coarse sand.
26.5
6708
177773.925
... More
code153 - Ceiling plastering . Providing 12 mm cement plaster with cement mortar 1.4 .1 cement. 4 fine sand. to brick 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.
273.3
267
73176.075
... More
code154 - Outside plastering . 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. finished with a top layer 6 mm thick cement plaster with cement mortar 1.6 .1 cement . 6 fine sand. to brick 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.
147.2
389
57341.76
... More
code155 - Door.Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves .excluding cost of cement concrete and side clamps., but including cost of materials, labour, usage charges complete as per specifications.
1
144977
144977.7
... More
code156 - Doors . Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. . excluding cost of fixtures .
9.6
7816
75035.52
... More
code157 - Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. .excluding cost of fixtures.
4.9
7439
36452.325
... More
code158 - Doors .SOLID PVC DOOR FRAME Providing . fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners . jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65.80mm size complete as per manufacturers specification . direction of Engineerin. charge..
0.2
333
66.78
... More
code159 - Doors. Providing . fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top . bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet . 30x50mm wide to form stiles . 5mm thick . 75mm wide Prelaminated PVC Sheets for top rail, lock rail . bottom rail on either side . 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail . bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles . rails with PVC Designer beading on either side . joined together with solvent cement adhesive etc., Complete as per manufacturers specification . direction of Engineer.in.charge fixed to frames with 3 nos of 75mm Aluminium hinges..do. with both side prelam
1.7
2484
4223.31
... More
code160 - 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 1.2.4 Using 20 mm nominal size graded crushed coarse aggregates
30.3
6463
195853.14
... More
code161 - 1000 mm dai pipe
15
9952
149294.25
... More
code162 - Finishing with Epoxy paint .two coats. at all locations prepared and applied as per manufacturer.s specifications including appropriatepriming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease,dirt and foreign matter, cost of materials, labour complete as perspecifications and as per directions of Enginer.in.charge.
4.6
184
850.08
... More
code163 - Providing and injecting chemical emulsion for Pre.constructional Anti.Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits, with chloropyriphos emulsifiable concentrates of 20. concentration at 3.19 Litre.sqm., including cost of chemical, diluting in water to one percent concentration, labour, HOM complete as per specifications Plinth area of the building at ground floor only shall be measured.
225.9
123
27989.01
... More
code164 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite.trap.basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead . lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. .The cost of steel reinforcement . formwork to be paid separately. Note. Additional formwork charges added as per Common SR Vol.I.
13.5
6985
94303.44
... More
code165 - Providing and laying in position Cement Concrete for all Foundation works. The granite.trap.basalt crushed graded coarse aggregates and fine aggregates as per relevant I Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead . lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
89
7165
637697.46
... More
code166 - Demolishing brick work manually. by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer.in.charge.
64
506
32390.4
... More
code167 - Demolishing R.C.C. work manually. by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer.in.charge.
398
2547
1013825.4
... More
code168 - Water supply and sanitary charges ..5. of total civil cost.
1
94788
94788.2
... More
code169 - Electrical charges ..5. of total civil cost.
1
94788
94788.2
... More
code170 - Operation and Maintenance of the Scheme for 5 years.
1
14966902
14966902.67
... More
code171 - Detailed Engineering consisting of detailed designs and working drawings for Jack well cum pump house, Rising main, distribution network, structures, design of electrical works, .0.1 . of the estimated cost..
1
2096773
2096773.33
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