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| 1 | E/W in excavation of foundation tranches as per designed section in all kinds of soil, including moorum soil, soil mixed with Kankar pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the toe of trenches ) within initial of 150 M and initial lift of 1.5M. all lifts as per specification and direction of E/I. (SR. Item No. - 5.1.14.1 ) Part -B Page-82 |
| 2 | E/W in excavation of foundation trenches of toe wall, spillway,head regulator intake well and utlet etc. as per design section in ordinary rock or Soft Rock (where blasting is not needed)(vide classification of soil item- C) with disposal of soil (beyond 50M from the edge of trenches) with initial lead of 150M and lift of 1.5M as per specification and direction of E/I. (SR. No. - 5.1.15.2) Part -B Page-82 |
| 3 | Hire charge of diesel operated 10 HP pump for b ailing out water fromfoundation trenches where necessary including cost of fuel, pay of operator with depreciation & major repair including profit ( Pump supplied by the Agency ). (Page 69 Item 47 ) 300 Hrs |
| 4 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in the various components ofdam 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 incluiding cost of shutteringand form work &excluding reinforcement, its cutting, bending, binding and placing but incluiding tools and plants, necessary curing, royalty,all taxes etc. complete work as per specification and direction of E/I. ( Sr. No. - 5.3.6, 2.4 Part- A Page no- 158) |
| 5 | ProvidingRough dressed random ruble stone masonry in C.M (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 cum.inflame and clear coarse sand of requisite F.M (2.0 to 2.5) washed and screened with raking out joint to 20 mm depth curing, scaffolding whereas required and its removal royalty and all taxes etc. complete work as per specification and direction of E/I.( Sr. No. - 5.2.28, 5.4.8 Part A Page No- 154) |
| 6 | ProvidingRough dressed random ruble stone masonry in C.M (1:4) in Superstructure with approved quality of coarse sand of requisite F.M (2.0 to 2.5) washed and screened with raking out joint to 20 mm depth curing, scaffolding and its removal royalty and all taxes etc. complete work as per specification and direction of E/I.( Sr. No. -7.4.13,5.2.31 ,5.4.11Part A, Page no-154) |
| 7 | Providing and laying P.C.C. or R.C.C.M. -150 with nominal mix of ( 1:2:4 ) in various components of dam super structure 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 incluiding cost of shutteringand form work &excluding reinforcement, its cutting, bending, binding and placing but incluiding tools and plants, necessary curing, royalty,all taxes etc. complete job as per specification and direction of E/I. (SR.Item No. 6.3.8)Part -A Page-158 |
| 8 | Providing and laying P.C.C. or R.C.C.M. -200 with nominal mix of ( 1:1.5:3 ) in various components of dam superstructure 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 incluiding cost of shutteringand form work &excluding reinforcement, its cutting, bending, binding and placing but incluiding tools and plants, necessary curing, royalty,all taxes etc. complete job as per specification and direction of E/I. (SR.Item No. 6.3.9) Part -A Page-158 |
| 9 | Proiding TMT reinforcement (tor steel) as perapproved design,drawing,removalof rust,cutting,bending incluiding supplying annealed wire,lacing M.S rod in position all complete job as per specification and direction of E/I. (SR.Item No. 5.3.15.i) |
| 10 | Providing 25 mm thick cement plaster (1:4) with approved quality ofsand of requisite F.M 1.5 washed and screened incluiding curing, scaffolding whereas required and its removal royalty and all taxes etc all complete work as per specification and direction of E/I.( Sr. No. - 5.5.5, 5.7.12 Part A, page No-152) |
| 11 | Supplying and laying boulder in rock toe, heel trenches of the dam as pr design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete job as pr Specification and direction ofE/I(SR.Item No. 5.6.4) Part -A Page-157 |
| 12 | Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not excluding 150mm thick well watered, rammed and fully compacted and finaly dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete job as pr Specification and direction ofE/I(SR.Item No. 6.1.16)Part -B Page-102 |
| 13 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as pr Specification and direction ofE/I(SR.Item No. 6.7.6)Part -A Page-157 |
| 14 | Supplying of 300 mm dia. Hume Pipe ( M 300(V), Page- 71, Part- B ) |
| 15 | Labour for laying, fitting and fixing NP2 hume pipe 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 pr Specification and direction ofE/I(SR.Item No. 7.6.1.3)Part -B Page-131 |
| 16 | Carrige of Materials :-Cement - Lead 13 Km (P) + 3 Km (K) |
| 17 | Sand - Lead3 Km (K) + 5 Km (P) +3 Km (K) |
| 18 | Stone Chips - Lead 33 Km (P) + 3 Km (K) |
| 19 | Boulder - Lead 33 Km (P) + 3 Km (K) |
| 20 | Steel - Lead 13 Km (P) + 3 Km (K) |
| 21 | NP2 300 mm dia. - 13 Km (P) + 3 Km (K) |
| 22 | Good and Service Tax @12% |
| 23 | Labour Cess @ 1% |
