Water Resources Department Tender
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Water Resources Department Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date28 Jan 2025
Closing Date12 Feb 2025
Tender Amount₹ 45,86,720
Costs
EMD
₹ 91,734Document Cost
₹ 2,000Tender Fee
₹ 5,412
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
2025_WR_133650_1Tender No
52/2024-25/KANDI CANAL 1Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated. from outside the plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres CSR item 6.8a (i)
396
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Earth work excavation in ordinary soil, exclusive of compensation of earth:Earth work undressed with a combined lead upto 15 metres including breaking of clods.
1185.22
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Dismantling Brick work tile, masonry or tile lining in cement
120.4
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Dressing of earth work New work or remodeling work.
3707.76
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Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
108
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First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth
217.63
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
205.66
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10 mm thick plaster with cement mortar 1:3
1059.59
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10mm thick cement plaster 1:3 on floors
1050.4
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Cement concrete 1:2:4 With stone ballast or shingle, mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
19.93
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Cement concrete 1:4:8 with stone aggregate 40mm gauge,mixing by mechanical means using concrete mixer volumetric type.
26.48
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).
26.71
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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
6.74
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Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block1:2:4( 1cement: 2sand: 4stone aggragate) complete as per design.
78
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Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed.The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all carriage etc. (B) RCC pipe Np-2
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300mm i/d pipe
300
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450mm i/d pipe
250
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600mm i/d pipe
50
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Any Other Item (CSR + SP)
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