Strengthing of lining work, embankment and Jungle clearance of chandil left main canal from km. 59.72 to km 78.567.

Clearing grass and removal of rubbish up to a distance of 50 meter outside the periphery of the area. (RCD 2.02)

Earth work of Bed Clearance or Desilting of canals carring F.S. discharge of 28 cumecs (1000 cusec) or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc. with initial lead of 30m and lift of as per specification and direction of E/I. (WRD 7.1.18)

Extra for earthwork for each subsequent lift of 1M over the initial lift of 1.5 m. No. of lift =3 Nos. 3X13.27 = Rs. 39.81 (WRD 7.1.34)

Extra for wet earth all complete as per specification and direction of E/I.(WRD 7.1.22)

Dismantling of existing structures like culverts, bridge, retaining wall and other structures, comprising of masonary, cement concrete, wood work, steel work, including T& P, and scaffolding whrever nesessary, sorting the dismanteld materials, disposal of unserviceble materials and stacking the serviceable with all lifts and lead of 1000 meters.(2.04, I, B) RCD

E/W in filling in flood embankment, canal banks ( canal discharge above 28 cumecs ) as well as special repair of embankment and canal banks in Ordinary soil in proper profile (vide classification of soil item - A) obtained from borrow area or any other sources free from logs, roots, or any other ingredients etc. with initial lead of 30M and Initial lift of 1.5m including breaking clods to maximum 50 mm cube Placing the earth in layers not exceeding 225mm thick complete as specification and direction of E/I. (Mode of measurement Sectional measurement shall be of compacted earth ) ( WRD 7.1.24 )

E/W in flood embankment,canal bank as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil A and B ) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs,roots,or any other ingredients with all lifts including breaking clods to maximum 60 mm size,placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I.(As per TEC letter No.587 Dated 22-09-06)(Lead beyond 150M but upto 500M) (WRD 7.1.26.1)

Labour for rolling and compacting the earth in layers of 225mm thick at OMC by sheep foot roller driven by tractor to achieve min.95 % of max. dry density including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. (Mode of measurement- sectional measurement of compacted earth) WRD (7.1.39)

Fine dressing of the canal banks or embankment and turfing with 75 mm thick grass…do…as per specification and direction of E/I. (WRD 7.1.42.1 )

Providing compacted 150mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I(WRD 7.2.1.B)