Providing C.C Channeling from RD.0.00Km to RD.0.114Km, De-silting, jungle clearance, Re-sectioning and Strengthening to bank in between RD.0.00Km to RD.1.140Km of Similibancha Minor.

Clearing Shrub jungle uprooting stumps and small bushes trees below 1.00 mt grith on pre-measurement etc complete and as per direction of the Engineer-in-Charge.

Earth work in excavation of foundation in hard soil with in 50mt initial lead and initial lift 1.50mt inicluding rough dressing and breaking clods to max 5cm to 7cm and laying in layer not exceeding 0.30 mt depth as per the direction of Engineer-in-Charge.

Filling in foundation and plinth with sand, watered and rammed including cost , carriage and royalty of materials etc complete in all respect and as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete of grade M10 with 40 mm size CBHG metal of approved quality including cost,conveyance,royalty of materials with all labour charges, T and P,Cess etc complete in all respect as per the direction of the Engineer-in-Charge.

C.C. / R.C.C. works of M-15 grade with 20mm. and down grade black hard granite Crusher broken stone chips including hoisting and laying over prepared surface with ramming and including cost, conveyance and royalty of all materials and curing upto required period etc. complete and as per direction of the Engineer-in-Charge.

Rigid smooth centering and shuttering for C.C / R.C.C works in canal structures including false works and dismantling the same after specified date of casting including cost, conveyance and royalty of all materials and disposal of debries and clear of worksites etc. complete and as per direction of the Engineer-in-Charge.

Earth work in excavation in ordinary soil within initial lead of 50mt and initial lift of 1.50mt inicluding rough dressing and breaking clods to max5cm to 7cm and laying in layers not exceeding 0.30mt in depth and as per the direction of the Engineer-in-Charge.

Earth work filling in canal embankment in hard soil within initial lead of 50mt and initial lift 1.50mt inicluding rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding 0.30mt in depthetc complete and as per the direction of the Engineer-in-Charge.

Earth work filling in foundation and plinth with excavated materials with watering and ramming etc.completed in all respect and as per the direction of the Engineer-in-Charge.