Details: construction of embankment with approved mataerial otained from borrow pits with a lift upto 1.5 m, transporting to site apreading , greading to requared slop and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as pertechnical specification clause 402 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 with 22.4 - 53 mm stone ballast as per technical specification clause 405) providing and applying primer coat with bitumen emulsion (ss-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specificati
Sector: PWD