Details: sh : embankment - 3.00 km embankment construction with material obtained from borrow pits (construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required and compacting to meet requirement of table 300-2) sh : c.c. pavement - 3.00 km preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. (i) for grading- i material wet mix macadam (providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the ma
Sector: PWD