Water Resources Department Tender
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Costs
EMD
₹ 3,80,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
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_131806_2Tender No
4255/28ATender 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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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m
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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.
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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
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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.
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Cement concrete lining 100mm thick or less with mechanical paver 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. (Computerized batching & mixing plant mixed concrete lining on bed and SS upto vertical height 2.0 m)
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Cement concrete lining 100 mm thick or less with mechanical paver 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. (Computerized batching & mixing plant mixed concrete lining on bed and SS for vertical height above 2.0 m but upto 3.5 m)
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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. (forCoping, Transverse Sleepers, Toe Wall (Longitudinal), Safety Ladder)
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Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Filling Contraction/Construction Joint with sealing compound complete in all respect
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
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Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm
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Polythene films/sheet of 100,125,150,200,250 microns (For 150 Microns)
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Dressing of Dowel along water carrying channel in addition to payment for dressed earth work
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Making dewatering arrangement by pumping set 4" * 4" (tractor driven)
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Dag belling single Kassi stroke minimum 7.5 cm depth
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C. Conc. 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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C. Conc. 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth)
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Excavation of soil using hydraulic excavator and hydraulic tractory trolley tippers I/C cutting and loading in trolley and transporting to the embankments location with all lifts and leads, excluding royalty.
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Dismantling brick work, tile masonry or tile lining (in cement mortar)
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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type
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Any other item
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