Water Resources Department Tender
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Costs
EMD
₹ 5,82,000Document 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_131049_9Tender No
4063/28ATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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disposal/carriage from 0m upto 450m.
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disposal/carriage for every additional 1 km upto 10km (katcha).
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disposal/carriage for every additional km beyond 10 Km (Katcha).
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Disposal/carriage from 450m to 1km (Katcha).
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disposal/carriage for every additional 1 km upto 10km (pucca).
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disposal/carriage for every additional km beyond 10 Km (pucca).
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Disposal/carriage from 450m to 1km (pucca).
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Earthwork for compaction in 20 cm layers and dressing.Extra for watering the earth.Extra for rolling to specifications..
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Dressing of earthwork newwork or remodelling work.
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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 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. (for vertical height upto 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. (for vertical height above 2.0 m but upto 3.50 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.
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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 and plinth beam (vertical or battering).
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
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Filling Contraction Joint with sealing compound complete in all respect
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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
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Dag belling single Kassi stroke minimum 7.5 cm depth.
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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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C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type
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C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type
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Dressing of Dowels along water carrying channel in addition to payment for dressed earthwork.
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Making dewatering arrangement by pumping set 4" * 4" (tractor driven)
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Any Other Item
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