Details: excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge. as per s.i. no. 251 concrete with 4cm. gauge sukruit stone balast, chopan coarse and of and cement in the proportion of 8:4:1 including supply of all material labour and tools and plants etc. required for proper completion of the work. as per s.i.no. 281. construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 ist class brick work in 1:4 cement and coarse sand mortar in foundation and plinth. as per
Sector: Urban Authority