Details: construction of embankment with apporved material obtained from borrow pits with attl ifts upto 1.5m transporting to site, spreading, grading to required and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per tecnical specification clause 301.5 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specificatin clause 401. 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
Sector: PWD