Details: construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required and compacting to meet requirement of tables 300-1 and 300.2 per technical specification clause 301.5 providing, laying and spreading material on a preapared 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 and to form a layer of sub-base. provding, laying and spreading material on a prepared sub base, 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 and to form a layer of sub-base/base. providing and applying tack coat with v.g.-10 bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical s
Sector: PWD