Details: e/w embankment in inordinary soil, earth work in embankment to be in 20 cm layers including remming and dressing the surface to required level and and also including cartage lead upto 10 kms as directed by the engineer incharge.including royallity as s.i. no. 253(a)+231+261 e/w excavation in inordinary soil including remming and dressing the surface to required level and and also includingall complete work as per s.i. no. 251(a) cc with 4 cm gauge brick ballast finesand of 2.20 fineness modulous & cement in proporation of 1:4:8 including supply of all material labour and t&p etc. required for proper completition of the work. (s.i. no.281) m-150 brick work in 1:4 one cement & four corse sand 2.20 f.m. morter in foundation & plinth including supply of all materials labour tools & plant etc. reqired for proper completion of the work .as per si no -305a 12 mm thick plaster with cement & coarse sand of 2.20 fineness mouslus in 1:4, over brick work min. thickness not be less t
Sector: Urban Authority