Details: e/w in filling of in embankment in ordnary soil excavation to be in form of regular pit with machanical complaction of soil in layer including ramming dressing & surface to required leve & slopes all completion of work as directed by engineer-in-charge. analysis e/w in embankment in ordnary soil excavation to be in form of regular pit with machanical complaction of soil in layer including ramming dressing & surface to required leve & slopes all completion of work as directed by engineer-in-charge. sl-251 providing and laying cement concrete in 1:6:12 (1 cement : 6 fine sand : 12 graded stone ballast aggregate 40 mm nominal size ) including supply of all materials, labour and t&p etc required for completion of work and curing complete. including cost of form work, in foundation and floors s.i.no. 273 m 150 class brick work in 1:3 cement & coarse sand mortor in foundation per si. no. 307. construction of un-reinforcement plain cement concrete pavement thickness as per design,over a prepa
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