Details: earth work in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers of patries including remming and dressing the surface to required levels and slopes and including 1.50 m lift and 30 m lead also including machinacally compaction to achieve 95% proctors density including arrangement of water, settlement and all t&p charges including roller and its fues. the earth from cuttiing to be used in making embankment are to be carted earth lead 30 m. distance in abadi portion as directed by engineer-in charge. for patries work. (including all taxes but excluding gst.) si no 253 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up
Sector: PWD