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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 i/n 3.0km cartage |
| 2 | Construction of granular sub base by providing well graded material spreading in uniform layers with Tractor mount grader on prepared surface mixing by mix in place method Tractor with rotavator at OMC,and compacting with Three wheel 80-100 KN Static Roller to achieve the desire density,complete as per technical specification clause 401. By Manual Means |
| 3 | Providing, laying, spreading and compacting WBM grading-3 stone aggregates of specific sizes to water bound macadam specifications i/c spreading in uniform thickness, hand packing, rolling with three wheeled static roller in stages to proper grde and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density,complete as per technical specification clause 405. By Mechanical Means |
| 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 In 1:4 Cement mortar In 1:4 Cement mortar |
| 5 | Plain/rainforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202 1202 & 1204 P.C.C. grade M 20 Nominal mix (1:2:4) ( Hand mixed) |
| 6 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 7 | 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 |
| 8 | Supply & Fixing of Informatory Sign board at site including letter, writing, painting etc all comp at site. |
| 9 | Deduction CPE 5% |
| 10 | Total |
| 11 | Add for 18% Please Enable Macros to View BoQ information |
