Water Resources Department Tender
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Costs
EMD
₹ 7,400Document Cost
₹ 1,000Tender Fee
₹ 590
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
2024_WR_126918_1Bid Award Id
ViewTender No
11 dated 09.09.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per
drawing and Technical Specifications
0.95
-
-
Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
1.57
-
-
Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm
or 25 cm x 7.5 cm mesh.
18.19
-
-
Filling stones or spalls into crates and hand packing
5.54
-
-
Tipping wire crates including equipment.
5.54
-
-
Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.0 as per ISI with gun metal flap 500mm i/d Non-return valve
1
-
-
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 IS 458-2003 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 cartage etc. R.C.C. Pipe NP -3, 600mm i/d pipe
18.75
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-
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