WBIW/SDO/CISD/e-NIT-01/2025-26 SL-15

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

Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a\ lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).\ NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.

Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.

Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, B) Beyond 1.00 km and upto 2.00 km Note : Add extra rate towards compensation for earth for land owned /arranged by the contractor over rate of earthwork for land owned /arranged by the Department and for royalty charges on earth as per latest rate as mentioned in PWD Schedule. The royalty will be paid to the agency on production of necessary documents in support of payment made toward the royalty. During initial payment of bill a deduction as per considered rate may be made. As per PwD schedule compensation charge Rs.25.00 per cum and Royalty charge Rs.18.00 per cum. Final rate = Rs.(227.00+25.00+29.00+5.30) = Rs.286.30 per cum

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.

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