Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date8 Jan 2025
Closing Soon23 Jan 2025
Tender Amount₹ 12,44,276
Costs
EMD
₹ 24,886Document Cost
₹ 500Tender Fee
₹ 1,468
Description
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Contact
Tender Id
2025_WR_132518_1Tender No
39/10-A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Rehandling of earthwork
2688.73
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Dismantling Concrete Concrete Lining (PCC M15)
3.73
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Cement concrete 1:4:8 With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type
23.75
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Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
23.75
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
1.33
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
17.04
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12.5 mm thick cement plaster with cement mortar 1:4 on side walls
21.99
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12.5mm thick cement plaster with cement mortar 1:4 on bed
8
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
53.29
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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
3.73
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Dismantling 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 MORT8&H Specifications.
3.82
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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
725.61
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Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. upto 1.5mtr depth
323.27
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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).
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150mm i/d Sluice Valves flanged
3
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200mm i/d Sluice Valves flanged
1
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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 -2 150 mm i/d pipe
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R.C.C. Pipe NP -2 150 mm i/d pipe
154
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R.C.C. Pipe NP -2 200 mm i/d pipe
20
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