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 Vr Bridge Rd 106270 Of Raikot Disty. in Ludhiana, Punjab, with an estimated contract value of Rs. 18,32,764. 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
₹ 36,655Document Cost
₹ 2,000Tender Fee
₹ 2,163
Description
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Contact
Tender Id
2025_WR_142212_5Tender 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).
136.75
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.
8.72
1
-
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Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M15. Height upto 5m
2.89
1
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PCC M-15 Grade as leveling course below approach slab complete as per drawing and technical Specifications
4.97
1
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Plain/RCC in Sub structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump
12.51
1
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RCC approach slab using M-30 grade concrete, including reinforcement and formwork complete as per drawing and technical Specifications
16.74
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 r/f confirming to IRC :21 and dowel bars 25 mm dia , 450 mm long at expansion joint filled with pre moulded asphaltic filler board keyed to thestructure onwhich it is built and installed as per given in the enclosure to MOST circular no RW/NH-33022/1/94-DO III dated 24 june 1994 as per dimensions in the drawing and at locations directed by the engineer all as specified with concrete mixe
26.77
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
100.83
1
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Filling Expansion joints with special Bituman Material of size 20 mm wide and required depth as per sanctioned drawing in bridge slab to provide horizontal & vertical movement as per engineer in charge and pwd specifications complete in all respect
13.2
1
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Drainage spouts complete as per drawing no. SD/205 and Technical specification with 0.6 m long GI 100mm dia. drainage GI light grade pipe
2
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
59.56
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.
1.57
1
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
85.36
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.
96.6
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.
7.9
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
6.96
1
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Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
8.04
1
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Supplying, Fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications
0.94
1
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Filling Contraction/construction joint with sealing compound complete in all respect
21.93
1
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Excavation of soil using hydraulic excavator and hydaulic tractor trolley i/c cutting and loading in tippers and transporting to the embankments location with all lifts and leads excluding royality (Rural)
163.88
1
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