Construction of Canal from km. 0.300 to 0.750 ,0.800 to 1.080,1.260 to 1.430 , Pipe syphon at Km 0.850, at Km. 1.30, at Km. 1.650 on Karail Dy.

Earth work cutting in soil for making of Canal section including cost of labour charges, dressing of canal section required quantity for filling in embankment including lead up to 30 m and all lift, T&P, Labour, etc. required for proper completion of work as per directon of engineer- in- charge.

Excavating in canal other rock(Hard Rock) by blasting removing muck & stacking including all lift and lead up to 210 m etc for completion of work as per direction of engineer- in- charge.

Excavating in canal soft rock by blasting removing muck & stacking including all lift and lead up to 210 m etc for completion of work as per direction of engineer- in- charge.

Cutting Soil Used in Earth work filling by Power transport where execavated earth used from cutting section of canal with a lead up to 1 km including mechanical compaction with watering to bring it at OMC to achieve minimum 95% dry density of excavated earth with all lift and T&P etc required for proper completion of work as per direction of engineer-in charge.

Earth Work in Filling by power transport with lead up to 1.0 km including cost of excavation,loding,unloding,mechanical compaction with watering to bring it at OMC to Achieve minimum 95% Dry density of excavated earth and cost of labour charges,dressing etc with including all lift for proper completion of work as per direction of Engineer - in-charge. .

Earth work in excavation in foundation in all types of soil mixed with charri, bajari, kankar, soft rock, hard rocks etc. including wet earth work with slush with all lead and lift including back filling and disposal of surplus excavated earth including labours, T&P, taxes etc. for proper completion of the work.

Supplying and laying Sand on top of Pipe including cost of all material, labour, lead and lift, T&P, taxes etc. for proper completion of the work.

M-15 (1:2:4) cement concrete with OPC-43 grade cement, Kanhar river sand FM³ 2.5, coarse aggregate of dalla grit, 4.75-20mm. including cost of all material, labour, T&P, lead & lift, mechanical mixing & placing including cost of all labour, material, T&P, roylity and all taxes etc. for proper completion of work.

Reinforced cement concrete in M-25 with OPC-43 grade cement, Kanhar river sand FM³ 2.5, coarse aggregate of dalla grit, 4.75-20mm. including cost of all material, labour, T&P, lead & lift, mechanical mixing & placing including cost of all labour, material, T&P, roylity and all taxes etc. for proper completion of work.

Centering and shuttering for CC /RCC work including cost of labour, material, T&P, staging etc. required for proper completion of work.