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 Making Flatter Profile Of Bank And Repairing Of Rain Cuts At Downstream Left Bank Of River Ganga Near Hossainpur Area Ch 6570 M To Ch 6900 M. Total Working Length 330 M in Murshidabad, West Bengal. The bid opening date for this tender is 17-07-2020 and the last date for bid submission is 27-07-2020. Interested bidders for Water Resources Department tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.

Water Resources Department - WRD Tender

Works
Eprocure
Opening Date17 Jul 2020
Closing Date27 Jul 2020
Tender AmountRefer Documents 
Notes
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Costs

Description

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Documents
Part I Technical Bid Document
Part II Schedule of Quantities / BoQ
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BOQ Items

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DO_NOT_SHOW

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Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).

9937

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Supplying Nylon cage netting 1meter x1meter x1meter size with knot having mesh size 17.5 cmx17.5 cm constructed with nylon thread ( 210x24) having tensile strength not less than 250 kg/sq cm including carriage,delevary and stacking at site inclusive of alltaxes complete.

401

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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3 Size of Nylon crate is 1metre X 1metre X 1metre.

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Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.

5865.3

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(b) Where boats are necessary.

151

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(a) Where boats are not necessary.

250

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