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| 1 | E/w excavation in foundaton in ordinary soit as per S.I. No-251Supporting wall for CCDrain |
| 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 273Supporting wall for CCDrain |
| 4 | M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b)Supporting wall for CCDrain |
| 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. 361Drain |
| 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. 580Drain |
| 7 | R.C.C. work in 1:1.5:3 cement, c/sand &20 mm gauge stone grit etc as per S.I.No-284BDrain |
| 8 | S/f reinforcement in R.C.C. work including all cost complete as per S.I.No-504 |
| 9 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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. |
| 10 | 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. |
| 11 | 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 |
| 12 | S/f of Inaguration Stone Please Enable Macros to View BoQ information |
