Providing C.C. trough wall lining to Left Main Canal from RD 180 m to RD 200 m under Gaikhai MIP of OIP.(Working Rd 1219 m to Rd 1339 M)

Excavation , loading , unloading and carriage by mechanical means of all kinds of soil including stoney earth ,gravel and moorum etc interspread with boulders upto 1/2 cum size all lifts and delifts including trimming of slopes and bed to design section depositing the excavated materials away from work site as per the specification and as directed by Engineer-in-charge within an initial lead of 1 km from the place of excavation complete.

Filling foundation and plinth with sand well watered and rammed including all cost conveyance royalty etc . complete as per the direction of Engineer in charge.

Cement concrete M-15 grade with crushed granite coarse aggregate of size 20mm down graded chips of approved quality mixing by concrete mixure and placing manuaaly, compacting with vibrator including cost of all materials, labour charges with all lead by mechanical meams and placement within initial lead of 50mtr and initial lift of 1.5mtr for mixing concrete including conveyance, royality and taxes of all materials, T & P , watering and curing etc complete as per direction of Engineer-in-charge.

Providing and laying RCC work of M-20 grade with 20 mm and down grade black hard granite crusher broken stone including cost of all materials, T&P, Labour in hoisting, laying curing etc complete as per direction of the Engineer-in-charge.

Supplying ,fitting and placing uncoated HYSD/TMT bar reinforcement complete as per drawing and technical specification .Unit-1 MT, Taking output-1 MT etc complete as per direction of the Engineer-in-charge

Rigid and smooth centering an shuttering for C C works including false works and dismantling then after casting including cost, carriage and royalty etc. complete with Cess and as directed by Engineer in charge.

Earthwork in hard soil or gravelly soil within initial lead of 50m and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge.