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 4cm 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 steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. d.s.r no. 5.22.1 mild steel and medium tensile steel bars r.c.c. work with cement, approved coarse sand & 2 cm (3/4") guage approved stone ballast in proportions of 1:1.5:3 in r.c.c,slab excluding supply of reinforcement and its bending. but including its fixing and binding wire and including necessary centering and shuttering etc.
Sector: RDPR