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| 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 levelling etc. complete as per direction of E/I.(Item No.5.1.3.1) |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained (50m away from the edge of the trenches) within initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.5.1.8) |
| 3 | Earth work in excavation of foundation trenches as per designed section in ordinary or soft rock (vide classification soil item-C) and disposal of excavated materials so obtained (50m away from the edge of the trenches) within initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.5.1.15.2) |
| 4 | Extra for earthwork in all kinds of soil for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.5.1.21.1) |
| 5 | Ist Extra Lift: |
| 6 | 2nd Extra Lift: |
| 7 | Extra for earthwork in rock for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.5.1.21.2) |
| 8 | Ist Extra Lift: |
| 9 | 2nd Extra Lift: |
| 10 | 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, bindingand 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.CIW 2021 (7.2A) |
| 11 | Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of dam superstructure with approved quality of 20 mm 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, bindingand 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.CIW 2021 (7.4A(Case I (p) |
| 12 | 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.(Item No.CIW 2021 (4.29) 5.4.8 |
| 13 | 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.(Item No.CIW 2021 (4.37) 5.4.11 |
| 14 | 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. 8mmTMT Fe500 (Only valid for SAIL & TATA Steel (Item No.CIW 2021 (8.5) 13.6 |
| 15 | 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, scaffoldingwherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.CIW 2021 (3.12) 5.5.5 |
| 16 | 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.(Item No.CIW 2021 (6.4) 5.6.4 |
| 17 | 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.(Item No.6.1.16) |
| 18 | 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.(Item No.CIW 2021 (6.9) 6.7.6 |
| 19 | Use Rate of diesel pump per H.P. per hour for dewatering during the construction ofweir as per specification and direction of E/I. [page 69,PM-29] |
| 20 | Supplying 300 mm dia NP2 hume pipe with collarsjoints all complete as per specifications and direction of E/I.(S.O.R. Item No. : Page-71,10.5 M-300 |
| 21 | Labour for laying, fitting and fixing 300 mm dia NP2 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specifications and direction of E/I.( Item No. :7.6.1.3) |
| 22 | .Cost of carriage of materials : |
| 23 | 1.Cement |
| 24 | 2.Sand : |
| 25 | 3.Stone Chips : |
| 26 | 4.Stone Metal : |
| 27 | 5.Boulder : |
| 28 | 6.Steel : |
| 29 | 7. NP2 Hume Pipe 300 mm Dia |
| 30 | Add GST @12% |
| 31 | Labour Cess 1% |
