Water Resources Department Tender
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Costs
EMD
₹ 23,480Document Cost
₹ 2,000Tender Fee
₹ 1,385
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
2024_WR_128008_3Bid Award Id
ViewTender No
E-Tender Notice No-55Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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BOQ Items
Plain/Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications using RCC Grade M-30 Hieght upto 5m
34.6
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Plain/Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications using RCC Grade M-25.Using Batching Plant, Transit Mixer and Concrete Pump
15.7
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Filling Expansion joint, with special bituminous material of size 20mm wide and approx 600 mm deep in bridge slab to provide for horizontal movements and vertical movement all as per approved drawings and specification.
9.5
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-
Earthwork in excavation in foundation of bridges, culverts, buildings including handling of materials with a combined lead of 15 meters dressing of bed and side stacking the excavated soil from the edge of excavation and subsequent filling around:- (a) For ordinary gravel soil involving pick work. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
91.3
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-
Providing, Laying , fixing & jointing of P.V.C.Pipes as per ISI-4985 (ISI marked with theprior approval of Engineer-in-Charge) alongthe Trenches and laying the same in Trenches to correct alignment and gradients,cutting, jointing and testing complete as per specifications.160mm o/d PVC pipe of 4 Kgf. / sqcm
64.6
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Drainage Spouts complete as perdrawing no. SD/205 andTechnical specification with 0.6meter long GI 100 mm dia drainageGI light grade pipe (For Bridges)
4
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Providing and applying 2 coats of waterbased cement paint to unplastered concretesurface after cleaning the surface of dirt,dust, oil, grease, efflorescence and applyingpaint @ of 1 litre for 2 sqm.
89.6
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Supply of boulder stone as per 7.14 1,255.35 cum 8,963.20 departmental specification including digging, collection, all taxes, loading, unloading, stacking and re-carriage if any from Govt. approved quarry to stack yard& the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects.
7.1
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Filling stones or spalls into crates and hand packing
7.1
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-
Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh.
55.9
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-
Cement concrete lining 75 Thick or Less laid manually in sleepers and safety ladder 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
37.1
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Putting 1:3 (Cement:water) 2 cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge
253
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Crash Barriers (A) Provision of an Reinforcedcement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming 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.
17.9
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-
Any other Item
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