Details: loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. i.no.3.7p.no.17, vol-iii;providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. i.no.4.17p.no.24, vol-iii;prime coat over wmm/wbm (i) providing and applying primer coat with ss1 grade bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. i.no.5.1p.no.29, vol-
Sector: Municipality