Water Resources Department Tender
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Costs
EMD
₹ 22,615Document Cost
₹ 1,000Tender Fee
₹ 1,334
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_135610_1Bid Award Id
ViewTender No
22/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI marked with the prior approval of Engineer-in- Charge) and laying the same in trenches to correct alignment and gradients,including cost of nut bolts and rubber insertion complete including all cartage. 300mm i/d pipe lines laid complete
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Supply & Installation of mechanical flowmeter(300mm Dia) complete in all respects
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Dismantling of Flexible Pavements (By Mechanical Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H
specifications
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Cement Conc 1:2:4 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type for all 5 sites
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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 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 -3 300 mm i/d pipe
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
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Cement Conc 1:4:8 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type for all sites
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Reinforced cement concrete hand mix 1:2:4 40mm stone ballast including 60kg/sqcm steel for all 5 sites
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First Class burnt Brick work laid in csm 1:6 in foundation & Plinth for all 5 sites
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10 mm thick cement plaster on bed 1:4 on bed for all 5 sites
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10mm thick cement plaster 1:4 on walls for all 5 sites
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Centering shuttering for slab
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Providing orange colour safety footrest of minium 6mm thick plastic encapsulatedas per IS:10910 on 12mm dia steel bar conforming to IS:1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm 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 38mm as per standard drawing and suitable to with stand 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 block 1:2:4 complete as per design
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