Details: e/w in filling or in embankment in local earth i/c ramming and dressing the surface to required level and slopes i/c exacavated earth carted from distance upto 2 km as si no. 253a of chapter 4 concrete with 40 mm. stone ballast, c. sand of 2.25 fm and cement in proportion 12:6:1 foundation and under floor i/c all cost of complete as si no. 281(a) m 150 class brick work 1:4 with cement and coarse sand of 2.25 fm in foundation and plinth etc i/c all cost of complete as si no. 307a 12mm thick plaster with one part of cement and four part of coarse sand 2.25 fm over brick work i/c all cost of complete as si no. 584. concrete with 20 mm. stone grit, coarse sand of 2.25 fm and cement in proportion 4:2:1 i/c all cost of complete as si no. 279a c.c with 2 cm gauge approved stone grit, approved coarse sand & cement in proporation of 1:1.5:3 in c.c. pavment laying and fixing of 125 micron thick polythene film, wedges, steel plates, needle, screed and plate vibrators and finished in continu
Sector: RDPR