Details: earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per mord specification no. 300 as per data book item no. 11.1 (i) (i) earth work in embankment in b.c. soil, excavation tobe in the from of regular bits not exceeding1/2 m depth 1/c ramming and dressing the surface to required level & slops 1/c lift upto 1.50 m and lead up to 1.0 km as per s.i. no. 253(6) laying of coarse sand in blanket coat i/c supply of all materials labour t&p concrete with 4 cm gauge appd. stone ballast fine sand f.m. 1.25 and cement in the proportion of 12:6:1 i/c supplying of all material labour t&p laying c.c. road slab consisting of 1:1/2:3 cement coarse sand f.m. 2.60 snd appd. 2 cm gauge stone grit, over
Sector: RDPR