Details: earth work in cutting in embankment in ordinnary so il excavation to be in the form of requler pits not exceding 0.50m in depth and earth work in embankment to be in 20cm. layer including 1.50cm lift 30.m lead with cortege 8km dis tance i/c royalty 0/-m3 etc sl. no.253 concrete with 4 cm guage brick ballast, fine sand of 1.25f.m and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, tools & plant etc. required for proper completion of the work. si.no.273 first class- brick work with 1:4 cement & coarse sand m of 1.25 fm mortar in foundation & plingth including all material, labour & t&p etc. si no. 305(a) 12mm thick plaster with cement & coarse sand of 1.25 fm mortar in 1:4 including supply of allmaterial labor etc. si. no. 584(a) 2 cm thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including
Sector: RDPR