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| 1 | Earthwork in excavation and filling of canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per s[ecification and direction of E/I. ( 7.1.43.1) |
| 2 | 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 upto 300 mm size and disposalof spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. ( 7.1.43.2) |
| 3 | Extra for earth work in marshy, slushy and daldal soil (vide classification of soil item - F) all complete as per specification and direction of E/I. ( 7.1.11) |
| 4 | Use rate of 10 H.P. Diesel Pumpset including diesel, mobil, Operator etc all complete. S.L 14.(PAGENO 84)WRD |
| 5 | Earth work in excavation of foundation trenches in ordinary soil ( Vide classification of Item -A) and disposal of execavation earth so obtained to a distance upto 50M and average lift of 1.5M including leveling ,ramming the foundation tranches removing the roots or shrubs etc. all of complete as per specification and direction of E/I.(7.1.27)PART B |
| 6 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I.(5.6.4 PART B)WRD (PART A 6.4) |
| 7 | Providing and laying P.C.C . M150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as well as vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I. Part - B 7.3.4BCD (5.3.1.2) |
| 8 | Providing shuttering including strutting, propping etc. and its removal after use in foundation in various components of dam work as per specification and direction of E/I. Item (5.3.17.1) |
| 9 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Part - B 7.4.10 Part - A 5.2.28) |
| 10 | Providing 25 mm thick cement plaster (1:4)with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffoldingwherever required and its removal, royalty and all taxes etc. complete job as per specifications and direction of E/I. ( Part - B 7.5.5Part - A 5.7.12) |
| 11 | (a)E/W 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 300m size and disposal ot the same (beyond 50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I(Vide S.R Item No.5.1.8) |
| 12 | Providing rough dressed random rubble stone masonary in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M (2.5 to3.0) washed and screened with raking out joints to 12mm depth, curing scaffolding and its. Removal wherever required, royalty and all taxes etc. Complete job as per specification and direction of E/I.(Vide S.R Item No 5.4.11)(5.2.31)PART A |
| 13 | Supply of NP2 R.C.C Hume Pipe with 300mm dia. With collar ( Chapter-1S.No 14 PAGE NO 84(WRD.) |
| 14 | Labour for laying , fitting ,and fixing NP2 with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof all complete job as per specification and direction of E/I. 300mm dia. (Vide S.R Item No.7.6.1.3) |
| 15 | Carriage of MaterialsCement |
| 16 | (ii) Sand : |
| 17 | (iii)Stone Chips : |
| 18 | (iv)Boulder : |
| 19 | (v) 300mm hume Pipe |
| 20 | GST 18% |
| 21 | Labour Cess1% |
