Details: earth work in filling or in embankment in ordinary soil, eccavation to be in the from of regular pits not exceeding 1/2 meter(20") depth and earth work in embankment to be in 20 cm. (8") layers including eamming and dressing the surface to required levels and slopes and also including 1.50 m(5ft.) and 5 km lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 5 km distance as directed by the engineer-in charge. (s.i no. 253 ch-4) but excluding g.s.t construction of granular sub-base by providing wall graded material,spreading in uniform layers with motor grader/ tractor mounted appropriate equiment on prepared surface, mixing by mix in place method with rotavtor at omc,and compaction with smooth mord specific- ation 401.but excluding g.s.t cement concrete with 2 cm guage apprvoed stone grit coarse sand & cement in proportion of 1:1:5:3 in pavemen 10 cm /as per design thick for c.c road coarse & fine aggregate confirming to is standard m
Sector: RDPR