Details: excavation in foundation in ordinary soil (loam clay or sand) includind lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per si.no.251. concrete with 4 cm.gauge brick ballast,sand of 1.25 f.m.and cement in proportion of 12:6:1 in foundation and under floors including supply of all material labort& p etc.required for proper completion for the work.as per s.i no. 273- providing and laying 250 mm.dia np3 r.c.c. hume pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint. earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the e/i.as per si.no. 253 carted from 6.0 km distance construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with s
Sector: RDPR