Details: excavatiopn in foundation in ordinary soil (loam clay, or sand including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m. (100 fts) from the foundation trenches. s.i.n0 251 p/l of cement concrete with 1:6:12 cement, fine sand & 40mm brick ballast as per s.i. 273. ist class b/w 1:4 cement, c/ sandmortar as per s.i. 305(b) 12mm thick plaster in 1:4 cement & f.sand mortar as per s.l. no. 584 providing & laying cement concrete 1:2:4 cement, c/sand & 20mm stone grit v/c all material, labour and t & p etc. requred for proper complition of the work as per s.i. no. 279(b) interlocking tiles rubber moulded reflective zig-zag b0mm, providing and laying of interlocking concrete block pavements having thickn
Sector: RDPR