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| 1 | E/w excavation in foundaton in ordinary soil as per S.I. No-251 Supporting wall for CC,Drain |
| 2 | Disposal of excavated material from site upto 5 Km |
| 3 | P/L.C.C.in 1:6:12 in foundation with cement fine sand & 40 mm gauge b/ballast as per S.I.No 273 Supporting wall for CC Drain |
| 4 | M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b) Supporting wall for CC ,Drain |
| 5 | 2.50cm. (1\\") thick damp proof coarse with cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm. (1.5\\") graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers. As per SOR Item No. 361 Drain |
| 6 | 12 mm thick plaster with cement mortar in proportion of 1:2 cement and fine sand of 1.25 F.M. As per SOR Item No. 580 Drain |
| 7 | R.C.C. work in 1:1.5:3 cement, c/sand &20 mm gauge stone grit etc as per S.I.No-284B Drain |
| 8 | S/f reinforcement in R.C.C. work including all cost complete as per S.I.No-504 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.Undulation @ 10%. |
| 10 | 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 1501.22 M30 (Grade), coarse and fine aggregates conforming to IS: 383, miximum size of coarse aggregate not exceeding 25mm, 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 continious 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. |
| 11 | S/f of Inaguration Stone Please Enable Macros to View BoQ information |
