Details: excavation of earth in ordinary soil in the trench in foundation & plinth (as per item no.251) p.c.c 1:6:12 in foundation where as cement 6 us send & 12 is 40 m.m brick ballast(as per item no.273) p.c.c 1:5:10 in foundation where as cement 5 us sand & 10 is 40 m.m stone ballast( per itemno.281a) m-150 b/w in drain 1:4 cement,coars sand mortar i/c all work (s.i.no.307-a) supply & filling of ordinary soil with compaction complete. p.c.c 1:2:4 with cement,c/sand & 20mm gauge s/grift i/c all complete as (s.i.no-279a) making expension joints with 24 gauge 12.5cm wide aluminium steet and 20cm wide trafell fixed with tarmastic in roof of c.c road filling joints with approved bitumine 30/40 as per direction of engineer in charge supply of all material labour and t&p etc.required for proper completion of work.(s.i.no.547) cement concrete with 2cm gauge approved stone grit,coarse sand &cement in proportion of 1:1.5:3 in c.c pavement (thickness as per design)cement coarse and fine aggregate con
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