Water Resources Department Tender
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The WRD has issued a formal invitation for competitive bids for the Water Resources Department project, for Reconstruction Of H/r Cum Vrb At Rd 0 Of Bilaspur Minor Offtaking At Rd 102774/r Of Raikot Disty. in Ludhiana, Punjab, with an estimated contract value of Rs. 23,14,497. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 25-06-2025. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 46,290Document Cost
₹ 2,000Tender Fee
₹ 2,731
Description
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Contact
Tender Id
2025_WR_142212_3Tender No
16/22A/2025-26Tender 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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Preparing, watering & ramming surface of laying concrete (horizontal).
122.48
1
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Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects.
20.88
1
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Cement Concrete 1:4:8 (M-7.5) with stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type.
8.29
1
-
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Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M20. Height upto 5m with batching plant, Transit mixer and concrete pump
19.45
1
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Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump
161.39
1
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Provision Of RCC Crash Barrier at the edges of bridge road approaches to bridge structures and medians constructed with M-40 grade concrete with HYSD reinforcement confirming to IRC:21 and dowel bars 25 mm dia,450 mm long at expansion joints filled with pre-moulded asphalt filler board,keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 june 1994 as per dimensions in the approved drawing and at locations directed by the Engineer,all as specified-with Concrete mixture.
2.55
1
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Furnishing and placing Reinforced/Prestressed cement concrete in super-Structure as per drawing and Technical specifications.RCC Grade M20 using batching plant,Transit mixer and concrete pump for solid slab super-structure including centering and shuttering.Height upto 5m.
8.11
1
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Furnishing and placing Reinforced/Prestressed cement concrete in super-Structure as per drawing and Technical specifications.RCC Grade M25 using batching plant,Transit mixer and concrete pump for solid slab super-structure including centering and shuttering.Height upto 5m.
1.59
1
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dust, oil, grease, efflorescence and applyinf paint @ of 1 litre for 2 sqm
5.68
1
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight-10 mm depth.
10.98
1
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Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.
1
1
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
37.31
1
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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
40.24
1
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Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.
3.33
1
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m
2.78
1
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 1.50m upto 3.0 m
0.69
1
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Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
12.3
1
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Supplying, Fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications
1.1
1
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