Raising and strengthening of right bank of river Tikira near village Takua of Kaniha Block

Earthwork excavation in all kinds of soil including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying the excavated earth in layers not exceeding 0.30m depth with levelling the bed and disposing the excess earth away from worksite including cost of all labour, T&P with cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Quarrying, collecting, supplying and stacking of other than hard granite stone above 0.003 cum in volume from quarry free from weather skin surface and other deleterious materials including dumping the stones in rip-rap of spur and slope protection works including surface packing in all heights and depths including filling the interstices, wedging and packing surface to proper line levels including dumping in water etc.complete including cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. ( Measurement to be taken in level section &1/6th voids will be deducted from the finished level section.)

Quarrying, collecting, supplying and stacking of other than hard granite stone above 0.003 cum in volume from quarry free from weather skin surface and other deleterious materials including packing the stones in slope protection works in river embankment to required profile in all heights and depths including filling the interstices with small stones, wedging and hammering and packing surface to proper line and levels including fixing wave breakers including cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge.

Excavation of any approved type of soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading and unloading into the transportation vehicles within a lead 2 km and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm to 7cm, laying in layers not exceeding 22.50cm including removal of roots, shurb jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, cambering the earth work, watering and compaction with PRR for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries including cost, carriage & royalty, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge (Measurement shall be taken on finished level section under OMC condition. Borrow area is to be arranged by the agency at his own cost and responsibility)