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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Cartage 3Km |
| 2 | Construction of Granular Sub Base providing well graded Mterial, spreading in uniform layers with tractor mount grader on prepared surface mixing by mix in place method with Rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density,complete as per TECHNICAL SPECIFICATION clause 401 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 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 WBM Grading-3 |
| 4 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4 Cement C/Sand) |
| 5 | Construction of un reinforced plain coment 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 M 30(Grade); coarse, and Find aggregates conforming to IS383. maximum size of coarse aggregate, not exceeding 25mm mixed in a concrete mixer off 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 construction joints, applying debonding strips, primer, sealant, 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 finished with Power Trowel Cum Floater,Trimix flooring Machine. Technical Specification clause1501. |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C. grade M 25) |
| 7 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 8 | Supply & Fixing of Informatory Sign board at site including letter, writing, painting etc all comp at site. |
| 9 | Deduction Of Competitive Price Efficency 5% |
| 10 | Add 18% GST Please Enable Macros to View BoQ information |
