Details: construction of embankment with approved material obtained from local 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 laying and spreading soil on a prepared surface, pulverising, mixing the spred soil in place with rotavator with 2% slaked lime having minimum 50% of contents of cao., grading with motor grader and copacting with the smooth wheeled road roller at omc to achieve atleast 98% of the max dry density from a layer of sub-base asd per ttechnical specification clause 403. providing laying and spreading material on a prepared sub grade, adding cement @ 2% 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, laying, spreading and compacting graded stone aggregate to wet mix macadam specif
Sector: PWD