|
| 1 | Jungle clearance in borrow area , building premises, flanks and slopes of the roads, canals and embankments by removing the grass and the jungle bushes from top including weeding out shrubs, roots and leveling etc. complete as per direction of E/I .(Item No.5.1.3.1)(part A) |
| 2 | Earthwork in excavation in canal by the hydraulic excavator as per designed section in all kind of soil ,soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 10M and all lift all complete as per specification and direction of E/I ( 7.1.43.1) |
| 3 | Earthwork in excavation in canal by the hydraulic excavator as per designed section in all kind of soil ,soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 500M and all lift all complete as per specification and direction of E/I ( 7.1.43.2) |
| 4 | Hire charge of diesel pump for bailing cut water from pond including cost of fuel pay of operator with depreciation and major repair including profit (pump supplied by agency) as per schedule of rate [p-83,PM_29 sl no-10] |
| 5 | Earth work in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the toe of the dam in the country side) within initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.5.1.8) |
| 6 | Providing and laying P.C.C or R.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 of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Item No.5.3.6),BCD 5.3.12 |
| 7 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand requisite F.M. (2.50 to 3.00) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. all complete job as per specification and direction of E/I. (5.4.8) |
| 8 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand requisite F.M. (2.50 to 3.00) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. all complete job as per specification and direction of E/I. (5.4.11) |
| 9 | Providing 25mm thick cement plaster in cement mortar (1:4) with approved quality of sand 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 direction of E/I. (WRD 5.5.5) |
| 10 | Providing 1.5 mm thick cement punning including curing etc. complete job as per specification and direction of E/I.(6.5.10) |
| 11 | 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 specification and direction of E/I |
| 12 | Supply of H.P. 300 mm NP2(S.O.R Item m 215(v) page no:- 84 |
| 13 | Laying, fitting and fixing of Hume Pipe 300 mm dia NP2(7.6.1.3). |
| 14 | Providing shuttering including strutting,propping etc and its removal after use in super structure portion of various components of dam work as per specification and direction of E/I (5.3.17.15) |
| 15 | Providing shuttering including strutting,propping etc and its removal after use in super structure portion of various components of dam work as per specification and direction of E/I (5.3.17.15) |
| 16 | Earthwork in filling of masonry structures with suitable earth in layer not exceeding 150 mm thick well watered ,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 m complete as per specification and direction of E/I( S.O.R. Item no 6.1.16) |
| 17 | Providing M.S. reinforcement (tor steel ) as per approved design ,drawing ,removal of rust,cutting,bending,binding including supplying annealed wire,placing M.S. rods in position all complete as per specification and direction of E/I 8 mm TMT Fe 500 (only valid for SAIL & TATA steel ) B.C.D 5.5.4 |
| 18 | Carriage of materials:- Cement |
| 19 | Stone Chips |
| 20 | Boulder |
| 21 | Hume pipe 300mm dia |
| 22 | M.S.Rod |
| 23 | Add GST @18% |
| 24 | Labour Cess 1% Please Enable Macros to View BoQ information |
