Construction of Afflux Bund from village Ujjainpur to Awlatand on Left Bank of Kharkai river and from village Ujjainpur to Chamaru on Right Bank of Sanjay River of Kharkai Barrage at Ganjia with provision of drainage system.

Amount

Jungle clearance in borrow area,building premises,flank and Slope on the roads,canal and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc.complete as per direction of E/I (WRD-5.1.3.1)( part A-2.03(ii) A)

E/W in stripping by hydraulic M/C in grade A & B type of soil including moorum soil, soil mixed with kankar, pebbles, boulders upto 300mm size and disposal of the same along with all organic materials in the country side beyond 150m upto 500m in all by tipper including constuction & maintenance of haul road etc.all complete as per specification and direction of E/I (WRD-5.1.6.1)

E/W in Excavation of cut-off trenches by hydraulic M/C in grade A & B type of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300mm size and disposal of the same beyond 150m upto 1/2 km from centre of the trench with all lifts by tipper including constuction & maintenance of haul road etc.all complete job as per specification and direction of E/I (WRD-5.1.9.1)

E/W in Excavation of cut-off trenches by hydraulic M/C in grade A & B type of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300mm size and disposal of the same beyond 1/2km upto 1 km from centre of the trench with all lifts by tipper including constuction & maintenance of haul road etc.all complete as per specification and direction of E/I (WRD-5.1.9.2)

E/W in dam fill in semi pervious or impervious zone excavation by Hydraulic excavator and carriage by tipper truck making Dam in proper design section including earth to be laid in layer of not more than 225mm thick and breaking the clods to maximum 63mm cube with all lifts including construction and maintenance of haul road etc all complete as per specification and direction of E/l. Lead beyond 150m but upto 500m (WRD-5.1.22.1)

E/W in dam fill in semi pervious or impervious zone excavation by Hydraulic excavator and carriage by tipper truck making Dam in proper design section including earth to be laid in layer of not more than 225mm thick and breaking the clods to maximum 63mm cube with all lifts including construction and maintenance of haul road etc all complete as per specification and direction of E/l. Lead beyond 1/2km but upto1.0 km. (WRD-5.1.22.2)

E/W in dam fill in semi pervious or impervious zone excavation by Hydraulic excavator and carriage by tipper truck making Dam in proper design section including earth to be laid in layer of not more than 225mm thick and breaking the clods to maximum 63mm cube with all lifts including construction and maintenance of haul road etc all complete as per specification and direction of E/l. Lead beyond 1km but upto2 km. (WRD-5.1.22.3)

Labour for rolling and compacting the earth in layer of 225mm thick at O.M.C by sheep foot roller to achieve minimum 95% of maximum dry density including sprinkling of required quantity of water making arrangement for supply and carriage of water with all leads & lifts finishing the surface with proper camber, grade, superelevation including hire charge of compaction machine and other tools and plant etc.all complete as per direction of E/I.(mode of measurment sectional measurment of compacted earth) (WRD-5.1.31)

Geotextile filter (Laying of a geotextile filter between pitching and embakement slopes on which pitching is laid to prevent escape of the embakement material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) (RCD 16.06)

Supplying GI wire crates of size 3.0mX1.5mX0.450m and 150mm sqaure each made out of GI wire 8 S.W.G double knotted at each joints in box type etc. all complete job as per specification and direction of E/I. (WRD-7.7.34)

Supply boulder with minimum size of 300 mm and Labour charge for pitching above water on appron and slope of bank with boulders in crates of specified size (materials within 150 meter and all lifts) including boxing and tying the crates with 12 to 14 gauge GI wire including cost of GI wire all completes job as per specifiaction and direction of E/I. (WRD-7.7.21+ M018 Common P-70)

Supplying and laying ( properly as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royality all taxes etc.but excluding the cost of carriage all complete as per specification and direction of E/I. (WRD-5.6.8)

Fine dressing of the earthen embankment and turfing with 75mm thick grass sods obtained within lead of 150m including the cost of watering the grass surface till it acquires greenness as per Specification and direction of E/I. (WRD-6.1.24.1)

Extra for each lead of 150m over initial lead of 150m as per Specification and direction of E/I.(WRD 6.1.24.2)

Cariage of Boulder- lead-42 km

Cariage of Boulder- lead-48 km

Loading & Unloading of Boulder

Add GST @18%

Add Labour Cess @1%

HES INFRA PRIVATE LIMITED