Details: e/w embankment cutting or inembankment inordinary soil,excavation to be in the form regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including remming and dressing the surface to required level and and also including 1.5m lift and 30 mrt lead . the earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 15.00 km distance as directed by the engineer incharge.i/c royallity as s.i. no. 253 construction of granular sub base by proiding wel graded material,spreding in uniform layours on prepared surface,mixing by mix in place method and compacting disered density,as per specification clause 401 providing ,laying spreading and compacting stone aggrigates of specific sizes of water bound mecadem specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming , crushable screening to fillup intersticks o
Sector: RDPR