Water Resources Department Tender
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Costs
EMD
₹ 55,240Document Cost
₹ 5,000Tender Fee
₹ 3,259
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_133503_1Tender No
76/22A/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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Dressing bed and preparation of sub grade for lining.
2259.38
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Dressing side slopes and preparation of sub grade for lining.
1381.83
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COMPACTION Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
1181.65
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
1181.65
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Extra for rolling to specifications.
1181.65
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Dressing of earth work
2584.17
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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 FOR 150 mm R.C.C. Pipe NP -2
1320
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Cement concrete 1:4:8 mixing with brick balast 40mm gauge mixing by manual means type at pamalli rest house
1.59
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Cement concrete 1:4:8 mixing with brick balast 40mm gauge mixing by manual means type bool rest house
1.59
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Cement concrete 1:4:8 mixing with brick balast 40mm gauge mixing by manual means type doraha rest house
0.8
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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type at pamalli rest house
1.27
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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type bool rest house
1.27
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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type doraha rest house
0.64
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth at pamalli rest house
80.81
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth at bool rest house
80.81
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth at doraha rest house
40.4
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12.5 mm thick cement plaster 1:4 at pamalii rest house
16.4
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12.5 mm thick cement plaster 1:4 at bool rest house
16.4
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12.5 mm thick cement plaster 1:4 at doraha rest house
8.2
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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
1.25
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1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications
876.22
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). 150 mm
5
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Rehandling of Earth
1181.65
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front end loader 1cum bucket capacity
225
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tractor with or without trolley
225
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.
0.12
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RCC/PSC Grade M40 for t-beam & SlabWith Batching Plant, Transit Mixer and Concrete Pump height upto 5m
2.2
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
40
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
40
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Any Other Items
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