Construction of Additional Structures SLR Bridge at Km. 5.995, CD.Hume pipe works at Km 4.240 ,4.760 and Construction of SLR Bridge at Km 5.200, Foot Bridge at Km 5.800 and Residual E/W , PCC lining for total length of 476m at different chainage fr

Clearing of grass and removal of rubbish upto a distance of 1.5 m outside the periphery of the canal on both the banks (WRD SOR 2.02)

Earthwork in bed clearance or desilting of canal carrying F.S. Discharge between 8.5cumecs (300 cusecs) and 0.14cumecs (5cusecs) and renovation of pynes etc disposal of excavted earth etc in ordinary soil including rough dressing with initial lead of 10m and lift 1.5m as per specification and direction of E/I(7.1.20)

Earth work in excavation of foundation trenches in ordinary soil ( vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including levelling , ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I . ( 7.1.27)

E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil up to 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (7.1.43.6)

E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grage A and B type soil (vide soil A and B) in proper profile excavation by hydraulic machine and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lift including breaking clots to maximum 60 mm size, placing earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. Dated 22-09-06)Beyond 150 m upto 1/2 km. (S.R. No. 7.1.26.1)

Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density. Including sprinkling the required quantiry or water, making arrangement for supply and carriage of water with all lead and lift finishing the surface as per plan and drawing, including hier change of compaction machine and other tools and plants etc. for line canal all complete as per specification and direction of E/I. (S.R. Item No. 7.1.39)

Earth work in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 m and lift of 1.5 m. including the cost of formation of subgrade of canal lining profilling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design specification and direction of E/I. (7.1.21)

Providing and placing sand filter free frome clay and other organic materials FM 2.5 to 3.0) in slope and bed of canal below lining including cost of watering compaction royality and other taxes as per specification and direction of E/I (7.2.8)

Providing 100 mm thick P.C.C. lining in M150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarsed sand of approved quality required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of formwork and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I. (7.2.19.1)

Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications( PCC GRADE M15) ( Height upto 5 m) RCD 13.05 A(P)