| 1 | 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and embankment by removing grass and in the jungle bushes form the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (Specification revised in the meetting of regional Co-ordinators held on 11.01.84 in the office of T.E.C.). 7.1.2 | | 21750 | M² |
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| 2 | 2 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposel of spoil upto 10m with all lifts all complete as per Specification and direction of E/I. 7.1.43.1 | | 10160.9 | M³ |
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| 3 | 3 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil,soil mixed with kankar, pebbles and boulders upto 300mm size and disposel of spoil upto 500m with all lifts by tipper including costruction and maintanance of hual road all complete as per Specification and direction of E/I. 7.1.43.2 | | 40643.7 | M³ |
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| 4 | 4 | Dewatering by 5. H. P.Diesel Pump set-do-do- all complete as per specification and direction of E/I . Page no - 48, Sl no - 12 | | 288 | Hr |
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| 5 | 5 | E/W in excavation of foundation trenches in ordinary soil (Vide classification of soil item -A) and disposal of excavated aerth so obtained (50M. away from the edge of the trenches ) with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I. 6.1.8 | | 82.53 | M³ |
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| 6 | 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 20 mm graded coarse aggregate of required grade as pe design and coarse aggregate fof 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 ots cutting, bending binding and placing but in cluding necessary tools and plants, vibrating, curing royalty and all taxes etc. complete as per specific-ation and direction of E/I. 5.3.6 | | 5.33 | M³ |
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| 7 | 7 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc. all complete as per specific-ation and direction of E/I. 5.4.8 | | 7.14 | M³ |
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| 8 | 8 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstru-cture with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits curing,scaffolding and its-do-do- all complete as per specific-ation and direction of E/I. 5.4.11 | | 5.52 | M³ |
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| 9 | 9 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F. M.(2.5 to3.0) wished and screened including curing scaffolding , wherever required and its removel royalty and all taxes etc complete job as per -do-do- all complete as per specification and direction of E/I. 5.5.5 | | 17.1 | M² |
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| 10 | 10 | Labour for laying , fitting and fixing NP2hume pipe with colloes in line, level and grade, as well as providing appoved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. 7.6.1.3 | | 10 | M |
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| 11 | 11 | Earth work in filling foundation trenches and back filling of masonry structure with suitable aerth in layers not exceeding 150mm thick well watered, rammaed 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, as per specification and direction of E/I. 6.1.16 | | 27.51 | M³ |
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| 12 | 12 | Supplying 300mm Dia NP2 R. C. C. Hume pipe with coller as per I. S. S. 458-1971, all complete as per specification and direction of E/I. Sl no - M215 Page no - 28 | | 10 | M |
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| 13 | 13 | supplying and laying 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 complete as per specification and direction of E/I. 5.6.4 | | 16.2 | M³ |
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| 14 | 14.1 | Carriage of materials \ncement | | 4.6 | MT |
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| 15 | 14.2 | Sand | | 7.72 | M³ |
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| 16 | 14.3 | Chips + Aggregate | | 4.8 | M³ |
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| 17 | 14.4 | Boulder | | 28.86 | M³ |
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| 18 | 14.5 | NP2 Hume Pipe 300 mm | | 10 | M |
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| 19 | 15 | Provision of GST @ 12% | | 1 | % |
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| 20 | 16 | Add 1% Labour Cess | BI01010001010000000000000515BI0100001129 | 1 | % |
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