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| 1 | Earth work in excavation in foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/l within a distance of 50 m. (as per Sl No. 251)DrainRt.wall |
| 2 | Providing and laying in cement concrete 1:4.8 in foundation with cement, fine sand and 40mm brick ballast and curing complete, As per PWD-275 DrainRt.wall |
| 3 | First class brick work in 1:4 cement and Course sand mortar complete in all respect. As per PWD-305bDrainRt.wall |
| 4 | Providing and laying in cement concrete 1:2:4(1cement:2 sand:6graded Stone coarse ballast aggregate 20 mm nominal size) and curing complete, including cost of form work in foundation and floors As per PWD-279bDrain |
| 5 | P/L of plaster work in 1:4. compete work.Drain |
| 6 | R.C.C work with cement approved course sand and 2 cm (3/4\\") gauge approved stone ballast in the proportion of 1:1.5:3 in slab SI.No-284B.cover |
| 7 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary lincluding hending for proper completion of the work and including supply of all steel and wastage and over lapping and hookes. rcc qtl @1% |
| 8 | work Filling in cartage up to 5km ance, as per directed by the Engineer-in-large. (Excluding Royalty) |
| 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, stone screening/binding material 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 cement or any other type as per clause 1501.2.2M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum 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 leveling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, dowel bars, near approaches to bridge/culvert and construction joints. admixtures as approved curing of concrete slabs for 14 days including trimixing by method adding hardener in Please Enable Macros to View BoQ information |
