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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 08-100 kN static roller in stages to proper grade 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 as per Technical Specification Clause 405 (WBM Grading-II) |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. |
| 3 | Construction of embankment with approved material obtained from Right of Way with all lift and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Technical Specification Clause 303.1. |
| 4 | 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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 08-100 kN static roller in stages to proper grade 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 as per Technical Specification Clause 405 (WBM Grading-III) |
| 6 | Construction of un-reinforced, plain cement concrete pavement, thickness 15 cm, over a prepared sub base, with 43 grade cement or any other type as per 1:1.5:3, 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 construction joints, curing of concrete slabs for 14-days. |
| 7 | Retaining Wall ( detailed attached ) |
| 8 | 600mm hume pipe culvert ( detailed attached ) |
| 9 | U type drain ( detailed attached ) Please Enable Macros to View BoQ information |
