RR damages to vaid Ka Johar to village sarour km 0/0 to 1/500 (SH C/O 900mm dia hume pipe culvert at km 0/740, 0/770, 0/820 and 0/960).

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and racing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with suitable material. Ordinary soil up to 3 mtr depth including carriage all labour, equipments and materials to various locations through all modes.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1106. 900 mm dia including carriage of labour, material and equipments with all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.