Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Feb 2024
Closing Date27 Feb 2024
Tender Amount₹ 18,06,489
Costs
EMD
₹ 36,130Document Cost
₹ 500Tender Fee
₹ 2,132
Description
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Contact
Tender Id
2024_WR_117572_1Bid Award Id
ViewTender No
81/22A/2023-24Tender 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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Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 25-For solid slab Using Batching Plant, Transit Mixer and Concrete Pump Using Batching Plant, Transit Mixer and Concrete Pump Height up to 5m (Deck slab)
7.3
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Brdiges- Foundations and sub structures -Plain reinforced cement concrete in sub structure complete as per drawing and technical specifications (G) RCC Grade M25, (a) Height upto 5m,(ii) using batching plant transit mixer and concrete pump (Approach slab)
74.18
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Providing and fixing Drainage Spouts complete as per
drawing no. SD/205 and
Technical specification with 0.6
meter long GI 100 mm dia drainage
GI light grade pipe (For Bridges)
2
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-
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Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.(160mm o/d pipe of 6 Kgf. / sqcm)
25.78
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Filling expansion joint with bituminous material for joing approximately 20mm width and approximately depth 375mm
13.47
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Supplying, fitting and placing HYSD bars reinforcement in substructure complete as per drawing and technical spoecifications
9.49
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm.
69.61
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... More
Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .(b) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
2
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Informatory sign board 600x600mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. with retro reflective high intensity Microprismatic grade sheeting fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .(c) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
2
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Earthwork for compaction in 20 cm layers and dressing.
19.53
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Painting new letters and figures of black synthetic enamel paint to an even shade
420
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Providing of an RCC crash barrier at edges of bridge, road, approaches to bridge structures and medians, constructed with M40 grade concrete, with HYSD reinforcement conforming to IRC 21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filter board, keyed to structre on which it is built and iunstalled as per design given in enclosure to most circular no rw/nh-33022/1/94/do iii dated 24 june 1994 as per dimensions approved in drawing at location directed by engineer, all as specified with concrete mixture.
25.78
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
1.45
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... More
Brdiges- Foundations and sub structures -Plain reinforced cement concrete in sub structure complete as per drawing and technical specifications (G) RCC Grade M30, (a) Height upto 5m,(ii) using batching plant transit mixer and concrete pump (Approach slab)
24.1
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