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| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals 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. (5.1.3.1 WRD, PART- A 2.02 ) |
| 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 disposal of spoil upto 10 m with all lifts all complete as per specification and direction of E/I. (7.1.43.1 WRD) |
| 3 | 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 WRD) |
| 4 | 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 .(5.1.8 WRD) |
| 5 | Earth work in excavation in 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, pebles and boulders upto 300mm size and disposal of the same (beyond 50 m away from the edges or the trenches) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/l. (5.1.14.1 WRD) |
| 6 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (5.3.17 WRD ) |
| 7 | 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 :2 coarse sand (zone-III ) : 4 graded stone aggregate 20 mm nominal size ) etc. all complete job as per specification and direction of E/l. ( 5.3.1.2 BCD ) |
| 8 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sasd of requisite f.m (2.5 to 3) washed and screened with raking out joints , curing scafolding and its removal wherever required royalty and all taxes etc. complete job as per specificition and direction of E/l. (6.4.8 WRD, 4.28 PART A ) |
| 9 | Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) washed and screened with raking out joints , curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of E/l. (6.4.11 WRD, 4.31 PART A ) |
| 10 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. (6.5.5 WRD, 3.12 PART A ) |
| 11 | Earth work in filling in foundation trenches or back filling of masonry structure with suitable earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. (6.1.16 WRD) |
| 12 | Supplying of NP2 RCC Hume Pipe 300 mm dia. with collar as per specification and direction of E/I. ( PG-84, M-300 WRD) (ISS 458-1971-(V)) |
| 13 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materilas and jonts properly filled to make them water proof, all complete, as per specification and direction of E/I. ( 300 mm Dia.) ( 7.6.1.3 WRD ) |
| 14 | Supplying and laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty all taxes etc.but excluding the cost of carriage all complet as per specification and direction of E/I. (6.5.5 WRD, 6.4 PART-A) |
| 15 | Cement - |
| 16 | Sand - |
| 17 | Stone Chips - |
| 18 | Boulder - |
| 19 | NP2 hume pipe 300 mm dia.- |
| 20 | Goods & Services Tax (G.S.T.) @ 12% |
| 21 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
