Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 10,00,000
Costs
EMD
₹ 20,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IFC_262322_2Bid Award Id
ViewTender No
e-NIT No. 23 of 2024-25Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://IrrigationAndFloodControl
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Documents
BOQ Items
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering and shutterin, finishing and reinforcement. All work upto plinth level 1:1.5:3 (1 cement: 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.35
7788
18318.32
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillers, piers, abutments, posts and struts upto floor five level including curing but excluding the cost of centering and shuttering and reinforcement 1:1.5:3 (1 cement: 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size)
7.6
9395
71407.32
Reinforcement cement concrete works in beams, suspened floors, roofs having slope upto 15 Degree, lendings, walconies, shelves, chajjas, lintels, bends, plain window sills, stair cases, and spiral stair cases upto Five level including cutting but excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 Coarse sand: 3 Graded stone aggregate 20 mm nominal size)
1.56
9821
15322.09
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT steel of grade Fe 500 or more
920
123
113344
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
4.2
286
1202.67
Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
109.36
628
68781.97
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
12.5
718
8977.5
Edges of slabs and breaks in floors and walls Under 20 cm wide
22.4
262
5873.28
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
12.5
562
7026.88
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand)
109.36
283
31036.37
Providing and Fixing of G.I Pipes Complete with G.I Fitting excluding trenching and refilling etc (External Work) 20 mm Dia
450
227
102555
Providing and Fixing of G.I Pipes Complete with G.I Fitting excluding trenching and refilling etc (External Work) 15 mm Dia
1000
179
179200
Providing and fixing HDPE pipes complete with HDPE Fittings excluding trenching and refillling etc (External work) 40 MM Dia Nominal Bore (PE 80 - PN 10)
700
99
69860
Providing and fixing HDPE pipes complete with HDPE Fittings excluding trenching and refillling etc (External work) 25 MM Dia Nominal Bore (PE 80 - PN 10)
200
43
8620
Providing and fixing G.I Union in G.I Pipe inclduing cutting and Threading the pipe and making long screws etc complete 40 mm Dia
15
420
6311.25
Providing and fixing G.I Union in G.I Pipe inclduing cutting and Threading the pipe and making long screws etc complete 25 mm Dia
8
320
2563.2
Providing and fixing G.I Union in G.I Pipe inclduing cutting and Threading the pipe and making long screws etc complete 20 mm Dia
8
288
2306.4
Providing and fixing G.I Union in G.I Pipe inclduing cutting and Threading the pipe and making long screws etc complete 15 mm Dia
8
264
2114
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
182.4
180
32932.32
Carriage of cement from source to site of work Av. 3000 mtr by Manual Means
5.4
1122
6059.72
Carriage of Steel from source to site of work Av. 3000 mtr by Manual Means
0.92
2410
2217.92
Carriage of Sand from source to site of work Average 130 km by Mechanical Transport and 3000 mtr by Manual Means
7.72
4402
33989
Carriage of Stone Aggregate 20 mm nominal size from source to site of work Average 50 km by Mechanical Transport and 3000 mtr by Manual Means
9.54
3519
33576.22
Carriage of Stone Aggregate 40 mm nominal size from source to site of work Average 1000 mtr by Manual Means
3.24
1114
3610.36
Carriage of G.I Pipe from Jammu to site of work Av. 170 km by Mechanical Transport
1.58
1835
2900.61
Carriage of G.I Pipe from road side to site of work Av. 8000 mtr by Manual means
1.58
3565
5632.72
Carriage of HDPE Pipe from Jammu to site of work Av. 170 km by Mechanical Transport
0.33
2818
921.79
Carriage of HDPE Pipe from road side to site of work Av. 8000 mtr by Manual means
0.33
27020
8835.59
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