Details: construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 construction of gravel/soil-aggregate 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 three wheel 80-100 kn static roller to achieve the desired density, complete as per technical specifications clause 402 providing, laying and spreading material on a prepared sub base, adding cement @ 4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at omc to achieve the desired unconfined compressive strength providing and applying primer coat with bitumen emulsion (ss-2) on prepared surface of granular base including clea
Sector: PWD