Details: part a bituminous part earth work in cutting or 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 including remming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 30 m. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 m. distance as directed by the engineer incharge excluding royallity as per s.i. no. 253(a) including cost of all material, labour, t&p, all taxes and labour cess complete.but mechanically compected to achieve 95% proctors density including arrange-ment of water, settlement and all t&p charges including roller and its fuel charges (roller charges accounted for @ 1700.00 per day with diesel for output of 325 per day), add extra to item no. 253 (a) but excluding gst. excavation in foundation in ordinary soil (loam, clay or sand) upto 30 m an
Sector: PWD