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| 1 | Dismantling of Reinforced Cement Concrete by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in 1 volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 2 | Dismantling of Dismantling Brick existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, 2 including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 3 | Deduct the cost of old bricks class-100 |
| 4 | Ded the cost of old bricks/bats M-75 |
| 5 | Excavation in foundation in odinary soil (loam clay or sand) including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer incharge upto a distance of 30Mfrom the foundation trenches |
| 6 | Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. Upto 8 Km. |
| 7 | Providing concrete for plain/reinforced concrete in (P.C.C grade M 10) (1:3:6) open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. |
| 8 | Brick masonry work in 1:3 cement mortar in substructure complete excepting pointing and plastrin as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. |
| 9 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical 9 specification Clauses 613.4 & 1204, 1/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. |
| 10 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved 10 steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (172.60x0.735x107)/107-126.86) |
| 11 | Plain/reinforced cement concrete (R.C.C grade M 25) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 9806, 807, 1202 ans 1204. 1/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. For height upto 5 m |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Plain/reinforced cement concrete (P.C.C grade M 20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. For height upto 5 m |
| 14 | WBM Grading 3 - Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade 10 and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. I/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. |
| 15 | Cement Concrete Pavement - Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 16 | Interlocking tiles (laying only) |
| 17 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. |
