Construction of a village road bridge at RD 9.520 Km of Padmapur Distributary connecting Barangaput village.

Earth work in excavation in foundation in hard soil within initial lead of 50m.& initial lift of 1.50m. and breaking clods to maximum 5 C.m. to 7 C.m.size and laying in layers not exceeding 0.30m. depth etc. complete as directed by the Engineer-in-charge.

Sand filling in foundation and plinth with all cost, conveyance, royalty, taxes with all labour charges, watering, ramming etc. complete as per the specification and direction of the Engineer-in-charge.

Cement concrete M-15 grade with 40mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying graded mixed in concrete mixtures including cost of all materials, machineries and labour and placing of mixed concrete with all leads, lifts, delifts upto 1.5m height above average ground level as per direction of Engineer-in-charge.

Cement concrete M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying graded mixed in concrete mixtures including cost of all materials, machineries and labour and placing of mixed concrete with all leads, lifts, delifts upto 1.5m height above average ground level as per direction of Engineer-in-charge.

Supplying , fitting and placing of reinforcement including cutting ,bending,binding of M.S. rod size including all cost, conveyance, labour charges, taxes of reinforcement etc. complete as per the specification and direction of the Engineer-in-charge.

Cement concrete M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying graded mixed in concrete mixtures including cost of all materials, machineries and labour and placing of mixed concrete with all leads, lifts, delifts upto 1.5m height above average ground level as per direction of Engineer-in-charge.

Rigid and smooth centering and shuttering including cost, conveyance,taxes, royality dismantiling after specified period & removing the debries after completion of works clear off the work site etc complete as per specification and direction of the Engineer-in-charge.

Earth work for filling of canal embankment with approved quality of hard soil from borrow area with initial lift of 1.5m including loading , unloading , rehandling and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc. complete and as directed by the Engineer-in Charge.

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