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| 1 | Earth work in excavation of canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 10 M with all lifts all complete as per specification and direction of E/I. (Part B 7.1.43.1) |
| 2 | Earth work in excavation of canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of 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 Part B) |
| 3 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebles and boulders upto 300mm size and disposal of of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/l.(Part B 5.1.8) |
| 4 | Providing coarse clean local sand in filling in foundation trenchesincluding ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I.(Part B 7.1.37) |
| 5 | Providing brick flat soling with designation 75A bricks, joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/I. (7.7.14) |
| 6 | Providing and laying P.C.C. or R.C.C.M-150 with nominal mix of (1:2:4) infoundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality ofsand of requisite F.M. (2.5 to 3.0) washed and screened including cost of shuttering or form work as well of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I. (Part A12.8 A)(Part B 5.3.6) |
| 7 | Brick work in designation 75A brick with cement mortar (1:4) in foundation and Plinth with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) 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. (Part B 5.4.2 Part A 5.2.2) |
| 8 | Brick work in designation 75A brick with cement mortar (1:4) in Supersructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) 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. (Part B5.4.5 Part A 5.2.2) |
| 9 | Providing R.C.C. M-200 with nominal mix of (1:1½:3) in Deck Slab with Stone Chips -do- -do- all complete job as per building specification and direction of E/I. (Part A 7.3 E) |
| 10 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (Part A 12.4). |
| 11 | Providing 1.5mm thick cement punning including curing, etc.complete job as per specification and direction of E/I. (Part A 5.7.11) |
| 12 | Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.(Part A 7.5.2) |
| 13 | Carriage of materials by diesel truck including loading at source, unloading at work site and stacking properly, labour, P.O.L. etc. all complete as per direction of E/I.(i) Cement - |
| 14 | (ii) Sand - |
| 15 | (iii) Stone Chips - |
| 16 | (iv) Steel |
| 17 | (vi) Bricks |
| 18 | G.S.T 12% |
| 19 | Labour Cess1% |
