Details: e/w in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slop and also including 1.5 m. lift and up to 15 km .si no. 253a+261b+231b p.c.c.(1:6:12) cement fine sand and brick ballast in foundation and under floorsincluding supply of all materials labour tools and plants etc. required for proper completion of the work. s.i no 273 m 150 (1:4) brick work ,coarse sand including supply of all materials labour t&p etc.required for proper completion of the work . s.i no 305 a 12 mm thick plaster (1:4) with cement & coarse sand minimum thickness n-ot to be less than 1 cm including supply of all material labour t&p etc. required for proper completion of the work s.i no 583 p.c.c.(1:2:4) cement concrete with 20 mm gauge approved stone ballast including supply of all material, labour and t&p etc. s.i no 279 (a
Sector: RDPR