AKP-32/26-27 Construction of protection wall on scoured bank of river Kapali near Chunida.

Earth work in excavation of foundation in ordinary soil with initial lead of 50m and initial lift of 1.50m including dressing and leveling the bed and depositing the excavated earth within initial lead of 50m and shoring, shuttering, dewatering etc. including labour cess etc. complete as per the direction of the Engineer-in-charge.

Filling foundation and plinth with sand with well watered and rammed including cost, carriage, royalty of sand, cess etc. complete as directed by the Engineer-in-charge.

Providing and laying cement concrete M-15 with 40 mm size down graded black hard granite (crusher broken) stone chips free from weathered skin and other deleterious materials including hoisting and laying concrete curing for required days including all labour, cost, conveyance and royalty etc. complete as directed by Engineer-in-charge.

Providing and laying cement concrete M-15 with 20 mm size down graded black hard granite (crusher broken) stone chips free from weathered skin and other deleterious materials including hoisting and laying concrete curing for required days including all labour, cost, conveyance and royalty etc. complete as directed by Engineer-in-charge.

Providing form work for concrete with F1 finish for with steel shutters rigidly fixed and removal forms and making good to the surfaces where necessary with all labour, materials, T&P including all incidental charges with labour cess in all heights and depths as per approved drawing, specification all complete as per specification and direction of Engineer-in-charge.

Filling foundation and plinth with excavated materials with watering and compaction including all labour, cess, cost, conveyance etc. complete as directed by the Engineer-in-charge.

Earth work excavation of any approved type of soil from approved borrow area by mechanical means, loading in to and transportation by mechanical means and unloading the soil within a distance of 5 km. on properly prepared and scientifically approved surface, protection works etc. with all labour and cost of transportation , with all leads, lifts and delifts including spreading and breaking the clods to maximum 5cm to 7cm in size including clearance of site, uprooting the stumps and trees, and dressing/cutting the earth to the required profile and slope for all heights of banks and slopes with required quality control test including construction, maintenance, watering , dewatering and lighting of haul road and borrow area and royalties, labour cess, T&P etc. complete, including mobilization and demobilization of men and machineries and all incidental charges and quality control testing charges required for completion of the work as per drawing, specification and direction of the Engineer.(Measurement will be taken on level section). Arrangement of earth is the responsibility of agency.