Details: construction of embankment with approved material obtained from availble land as permitted and approved by engineer-in-charge and as per technical specitaion clause 301.3.4.1, with all lifts and leads, spreading, grading to required and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 (excluding g.s.t.) excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.9 bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3 (excluding g.s.t.) construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotav
Sector: PWD