Construction of CC lining and repair to canal structure within RD 750m to 1500m of Sahupada disty. of SIP.

Earth work in excavation of foundation in hard soil or gravelly soil with in initial lead and lift of 50mts and 1.5mts respectively including dressing and levelling the bed and depositing the excavated earth at place away from the work site with all leads and lifts including cost of all labour, T&P and dewatering if required for the work etc; complete and as per specification and direction of Engineer-in-Charge.

Filling foundation and plinth with coarse sand watering and ramming including cost, connveyance , royality taxes and labour etc. complete as directed by the Engineer in charge.

Cement concrete M15 with 20 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials , mixed in concrete mixer including cost, conveyance, royalty and taxes of labour, materials & machineries to the work site with all leads, lifts and delifts upto any height by any hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete etc. complete as per direction of Engineer-in-charge including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck before handing over etc. as directed by the Engineer-in-charge.

Providing rigid shuttering with the box type steel shuttering plates with keys for intermediate construction joints in rafts of weirs, barrages and dams blocks including cost of all materials, labour etc. complete as directed by the Engineer-in-charge including removal of forms.

providing weep holes in brick masonary/PCC/RCC abutment,wing wall ,returnswall with 100mm dia AC pipe,extending through the full width of the structures with slope of IV;2H towards drawing face etc complete and as per drawing and technical as directed by the EIC.

Filling foundation and plinth with excavated materials including watering and ramming etc. complete as directed by the Engineer in charge.

Earth work in hard soil or gravelly soil with in initial lead and lift of 50mts and 1.5mts respectively including rough dressing and breaking the clods to max 5cm to 7cm & laying layer not exceeding 0.30mt in ht etc complete and directed by the Engineer-in-charge.