Details: e/w in excavation in foundation ordinory soil with single i/c 1.5mtr lift and lead upto 30mtr and i/c filling watring and ramming of excavated earth into the space between the building and the side of foundation trenches or into plinth and removel and disposel of surplus earth as directed by the engineer incharge upto a distance of 30mtr from the foundation trenches asper s.i. no.251. cement concreat in foundation and base with 1:4:8 in cement, c-sand and 40mm gauge brick ballast i/c supply of the material labour t&p etc. as per s.i. no. 275. m-150 b/w with 1:6 cement and f-sand morter in foundation i/c all labaur material t&p as per s.i. no. 305. e/w in cutting and filling in ordinory soil i/c a cortage of 1 km distance including all complete of work.acs per si no.253 cement concrete with 20mm gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials,labour and t&p etc. required for proper completion of the work. as per
Sector: RDPR