Details: 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 prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to is 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 capacity and app
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