Renovation of Saharaj Bandh Vill- Sahraj Panchayt- Sahraj ,Block- Govindpur, Dist- Dhanbad

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pebbles and Boulders up to 300 MM size and disposal of spoil up to 10 Mtr. With all lifts all complete as per specification and direction of E/I. (WRD 7.1.43.1)

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pebbles and Boulders up to 300 MM size and disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (WRD 7.1.43.2)

Hire Charges of 10 HP disel Operated pump for bailing out water from foundation trenches where necessary including cost of fuel , pay of operator with depriciation and major repair including profit (pump supplied by agency)- all complete as per direction of E/I { SOR Item code PM-29 pg 82 part A} ( CP+OH)

Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar , pebbles and boulders upto 300mm size and disposal of same (beyond 50 M away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all lifts as per specification and direction of E/I. (WRD 5.1.14.1)

Providing Coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, and all other taxes complete job as per specification and direction of E/I. (WRD. 7.1.37)

Providing Brick flat soling work with designation 75 A, Bricks joints filled with local sand free from clay contents incluing royalty and all taxes etc. complete job as per specification and direction of E/I. (WRD 7.7.14)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).BCD-5.3.1.2

providing shuttering including strutting,proping etc and its removal after use in foundation as per specifucation and direction of E/I.( 6.3.20)

Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.(BCD. 5.2.28)

Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. (BCD 5.2.31)