Construction of trough wall at U/S and D/S of VRB at RD 1.815 km of Haridaput sub minor.

Earthwork in excavation of foundation in all kinds of soil with all leads ,lifts and delifts including rough dressing & leveling the bed and depositing the excavated materials away from the work site including breaking the clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30m in depth with all labour, T&P & cess etc complete as per the specification & direction of Engineer-in-charge

Filling in foundation and plinth with sand watered and rammed with all lead, lift and de-lifts etc including cost conveyance ,royalty & all taxes of materials etc. complete as per the direction of the Engineer-in-charge

Providing cement concrete of M-15 grade using 40mm & down graded with crushed granite coarse aggregate from approved quarry and of approved quality free from weathered skin & foreign materials mixing them properly using concrete mixer including laying in position and compacting by vibrators with all cost, conveyance, royalty& taxes of all materials with all leads, lifts, delifts including watering and curing , labour charges , cess & all T&P materials etc complete as per specification & as directed by the Engineer-In-charge.

Providing RCC work of M-20 grade with 20mm and down graded with crushed granite coarse aggregate from approved quarry and of approved quality free from weathered skin & foreign materials mixing them properly using concrete mixer including laying in position and compacting by vibrators with all cost, conveyance, royalty& taxes of all materials with all leads, lifts, delifts including watering and curing , labour charges , cess & all T&P materials etc complete as per specification & as directed by the Engineer-In-charge.

Supplying,fitting and placing uncoated HYSD bar reinforcement including labour for cutting ,bending,binding, strengthening and tying the grills & placing in position and all other necessary operation with all cost ,conveyance, taxes of all materials, cost of binding wire 18 to 20 gauge, all labour , T&P, cess with all leads, lifts & delifts etc complete as per the drawing ,specification & direction of Engineer-in-charge.(For skin reinforcement)

Rigid & smooth centering & shuttering for R.C.C/P.C.C works including false work and dismantling them after specified period of casting including removing the debries clear & away from work site including cost of all materials, conveyance, all taxes with all leads, lifts & delifts, labour charges, labour cess, all T&P materials and all costs incidental to the work etc complete as per specification & direction of the Engineer -In- charge.

Filling in foundation and plinth with previous excavated earth in layers not exceeding 22.5 cm thick including watering and ramming with all lead, lift and de-lifts etc. complete as per the direction of the Engineer-in-charge

Earth work in excavation in hard soil with all leads, lifts and de-lifts including rough dressing, breaking the clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 m thick in approved filling reaches of canal including cost, labour charges, T&P materials, royalty, taxes etc. complete as per specification and the direction of Engineer-in-Charge.