Details: earthwork excavation and deposting on bank with initial lead of 10 m and initial lift of 2 m hard stiff clay stiff black hard shles muram gravel stoney earth and earth mixed mixed with small size boulders and hard gravelly soil removal of excavated excess earth away from the site to 2 km including loading and transporation charges etc., complete as per standard specifications providing and laying, spreading and compacting graded stone aggregate to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of morth specifications. providing and laying prime coat of 7 kgs/10 sqm over the wmm surface treated with primer using 7 kgs of bituminous emulsion (ss) for 10square meter area including cost of bituminous bi
Sector: Municipality