Balance work for construction of Pucca structures and E/w for construction of canal at various chainage between km. 15.640 to km. 28.425 of Left Pandu Basin canal.

Ordinary Jungle clearance where growth is continuous for constructing canal including all cost of labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Earth work in excavation of canal with manual compaction and dressing of 5.0 to 0.6 cumecs discharge and disposal of surplus earth with manual lead beyond 30M for every lead of 15m or part there of upto total lead of 120m including cost of all lifts, material, labour and T&P etc required for proper completion of work as per direction of Engineer-in-charge.

Excavating soft rock, disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part there of upto total lead of 120m including cost of all lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer in Charge.

Excavating other rocks by blasting, removing muck & stacking with extra lead beyond 30m for every lead of 15m or part there of upto total lead of 120m including cost of all lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer-in-Charge.

Earthwork in filling in canal embankment with borrow area soil used with total lead upto 1.0 km by truck or tractor trolley including cost of all lifts, borrowing earth from private land/approved borrow area land, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge.

Earthwork in filling in canal embankment with borrow area soil used with total lead beyond 1.0 km and upto 2.0 km by truck or tractor trolley including cost of all lifts, borrowing earth from private land/approved borrow area land, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge.

Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 210m including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge.

Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 1.00km including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge.

Excavation of foundation in Hard Earth mixed with Bajari, Kankar or Mooram which can be excavaled by pick axe or crowbar including all lift and lead up to 30m and including back filling watering, ramming of excavated earth in to the trenches or in to the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge up to a distance of 30m. from the foundation trenches.

Providing and laying of coarse sand filling, including cost of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.