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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. (Specification revised by central schedule rate committee in the meetting held on 11.01.84 in the office of Engineer-in- chief,T.E.C. Patna.)Part - B( 5.1.3.1) Part - A (2.02(201) ) |
| 2 | Earth work in excavation in foundation trenches as per designed section in ordinary 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 6.1.8) |
| 3 | Earth work in excavation of cut-off trenches as per designed section in soft rock or ordinary rock (Vide classification of soil item-C) all complete as per specification and direction of E/l.(Part-B 6.1.11.2) |
| 4 | 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.(BCD 5.3.1.2) |
| 5 | 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 6.4.8 Part-A 4.28) |
| 6 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure 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 6.4.11 Part - A 4.31) |
| 7 | Providing P.C.C. or R.C.C. M -200 with nominal mix of (1:1½:3) in various componest of dam superstructure with approved qaality of 20mm graded coarse aggregate of required graded as per design approved quqlity of sand of requisite F.M (2.5 to 3) 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 and vibration, cutting, royalty all taxes etc. complete job as per specification and direction of E/l.( Part-B 5.3.9.1) |
| 8 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.(Part - B 5.5.5 Part - A 5.7.12 ) |
| 9 | Providing Centering and shuttering including strutting, proping etc.and removal of form for foundations, footings, bases of columns, etc. for mass concrete.(BCD 5.3.17.1) |
| 10 | Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I TMT Fe500( only valid for SAIL & TATA STEEL)(BCD 5.5.4) |
| 11 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I.(Part - B 6.7.6 Part - A 6.9) |
| 12 | 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.(Part - B 5.6.4 Part - A 6.4 ) |
| 13 | Diesel Pump per 10 H.P.(Part - BPM-29 Page-83) |
| 14 | Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m cmplete as per specification and direction of E/I.(Part - B 6.1.16 ) |
| 15 | Supplying 300mm dia NP2 R.C.C. Hume Pipe with Collar as per I.S.S. 458-1971(P - 84 M-300 (V)) |
| 16 | Labour for laying, fitting and fixing 300mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing material and joints properly filled to make them water proof, all complete, as per specification and direction of E/I.(7.6.1.3) |
| 17 | 5 H.P.Diesel Engine Portable 2600 R.P.M. (Kirloskar) with G.I. Nipple, fiexible pipes for suction & delivery and necessary tools all complete set.(C.E. Lt-2873, DT-31/12/2013) (Sl.No. 171) |
| 18 | 75 mm dia H.D.P.E. Pipe coupler clamp with Lashes Pressure 2.5 Kg/cm2 S.O.R.Page 45, M-1028 |
| 19 | 75 mm dia H.D.P.E. P.C.N. with Reducer (C.E. Lt-2873, DT-31/12/2013) (Sl.No. 177) |
| 20 | Commissioning charge of complete work at site 1X1=1 Job |
| 21 | Carriage of materials to work site pipe Fitting and diesel Engine (Page51) 1X1/2 day(Sanctioned rate) |
| 22 | Carriage of Materials - Cement |
| 23 | Chips |
| 24 | Boulder |
| 25 | NP2 Hume Pipe (300 mm dia) |
| 26 | Add GST @ 18% |
| 27 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
