CC ROAD

Earthwork excavation and depositting on bank with an initial lead of 10.00Mts and lift of 2.00Mts in loamy, Clayey soils, etc. complete for finished item of work.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method etc., complete.

Providing, laying, spreading and compacting stone aggregates of 40 mm Single nominal size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN 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 MORD.