Details: earthwork by using hydraulic excavator of 1 bucket capacity and depositing the excavated materials within 5km lead including loading and unloading withall cost conveyance t&p, sundries etc. complete as per direction of engineer-in-charge construction of granular sub-basewith closed graded granular sub base grading-iii materials as per table400-1,, 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. 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 in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause406 of mosrt&h specifications filling in fo
Sector: Municipality