Construction for earth work from km. 0.700 to km. 1.050, pucca work of VRB at km. 0.805 and 1.040 of Rorwa Minor

Earth work in excavation of canal with manual compaction and dressing of below 0.6 cumecs discharge and disposal of surplus earth with lead upto 30M and lift up to 1.50m including cost of all lead & 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 lead upto 30m and lift upto 1.50m, including cost of all lead & lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer in Charge.

Earthwork in filling of canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 30m and lift upto 1.5m, including cost of all lead and lifts, mechanical compaction to achieve minimum 95% dry density, material labour and T&P etc. required for proper completion of work as per direction of Engineer-in-Icharge.

Earth work 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

Earth work 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.

Ordinary Jungle clearence where growth is continuous for constructing including labour T &P etc required proper completion of work as per direction Engineer-in-Charge

Earth work in excavation of foundation in ordinary soil/sandy loam, clay or sand mixed with Bajari, Kankar or Mooram with initial lead 30m & lift 1.5m including filling watering, ramming of excavated earth into the trenches or upto the space and sides of foundation trenches including all leads and lifts, labour charges, T&P etc. and its removal and disposal of surplus earth required for proper completion of work as per direction of Engineer-in-charge.

Excavation lime stone, sand stone or other soft rock by pick axex but not required blasting including stacking, intial lead upto 30 m and lift upto 1.50 m labour, T&P etc required for proper completion of work as per direction of engineer-in-charge.

Excavation other rocks by blasting, removing muck & stacking including intial lead upto 30 m and lift upto 1.50 m labour, T&P etc required for proper completion of work as per direction of engineer-in -charge.

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.