NID-150- Construction of VRB on Ankushpur Distributary near Village Mallick Sahi.

Earth work in excavation in all kinds of soil including dressing and leveling the bed and depositing the excavated soil clear away from work site with all leads,lifts,delifts and dewatering including removing bushes,stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all materials,labour,T&P,hire and running charges of machinaries,welfare cess etc.complete as per direction of the Engineer-in-charge.

Filling foundation and plinth with good quality sand from approved quarry in layers not exceeding 22.50 cm in thickness well watered and rammed with cost, conveyance, royalty, labour, T&P, EMF, DMF, Additional charges of materials, cess etc. complete as per direction of the Engineer-in-charge.

Cement concrete M15 Grade with 40 mm downgraded crusher broken hard granite chips including mixing with concrete mixture, hoisting and laying manually, compacting by vibrator including cost, all labour, conveyance, royalty, EMF, DMF, Additional charges of all materials, labour cess complete including watering etc. as directed by Engineer-in-Charge.

Cement concrete M25 Grade with 20 mm downgraded crusher broken hard granite chips including mixing with concrete mixture, hoisting and laying manually, compacting by vibrator including cost,all labour, conveyance, royalty, EMF, DMF, Additional charges of all materials, labour cess complete including watering etc. as directed by Engineer-in-Charge.

Supplying, fitting and placing uncoated HYSD bar reinforcement of approved quality, including cutting, straightening, bending, binding and placing in position as per the approved drawings and technical specifications, complete with cost, carriage, loading and unloading, royalty, all labour, T&P, taxes, duties, labour cess and all other incidental charges, complete in all respects as directed by the Engineer-in-Charge.

Providing form work of concrete in irrigation structure with F1 finish of upstream faces of dams, spillway, glacis of barrages, unexposed surface of foundation,block joints etc. with steel shutter rigidly fixed and removal of forms and making good to the surface where necessary complete with all labour,materials and T&P including labour cess complete as directed by the Engineer-in charge.

Supplying, providing and laying 110 mm outside diameter PVC D/S (ISI Type-B) pipe of 5 mm thickness for horizontal filter drains, including drilling of holes of 12 mm diameter at a minimum spacing/quantity of 60 perforations per metre length of pipe, complete with cost of materials, carriage, loading and unloading, labour, taxes, royalty and all other incidental charges, complete in all respects as per technical specification and as directed by the Engineer-in-Charge.

Providing filler joint with 12 mm thick to be filled with Bituminous expansion joint board for drainage gallery as per approved design including fixing in proper allignment inclusive of cost of matterials,all labour all taxes, T&P etc including labour welfare cess..complete as per the direction of Engineer-in-charge.

Earthwork in all kinds of soil except sand, sandy or slushy soil in borrow area by mechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty,EMF,DMF, Additional charges of materials, labour cess, including loading and unloading the same on prepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area with labour, T & P etc. complete as per direction of the Engineer-in-charge. (Earth will be arranged by the bidder at his own cost and risk. Earth should be free from clods, roots, brickbats and other debris.. Measurement of the fill to be taken on the finished level section) only

Dismantling and removing cement concrete, including breaking and taking down the existing concrete work, stacking the useful materials for reuse and removing the unserviceable debris within 50 m lead, complete as per the direction of the Engineer-in-Charge.