Details: e/w in excavation in foundation in ordinary soil as per s.i. no. 251 concrete with 40 mm gauge brick ballast , fine sand of 1.25 fm & cement in proportion 12:6:1 as si no.273 m – 150 brick work in ( 1 : 6 ) cement & f/sand as per si n o. 303 r.c.c work in 1:2:4 in plinth band with cement, c/sand & 20mm gauge stone grit as per si no. 283 m – 150 brick work in ( 1 : 4 ) cement & c/sand morter in susper structure for one brick thickness i/c all labour material t&p as per si no. 305+309+310 m.s. or iron work in plain work such as r.c.c si no. 504 as per sail tmt rate 12mm thick plaster with 1:4 cement& f-sand morter thickness not be less than 10mm for plain surface as per si no.584 12mm thick plaster with 1:4 cement& f-sand morter thickness not be less than 10mm for rough surface as per si no.584+596 finshing walls with water proof cement paints (snowcem) on new work with two coat to give and even shade i/c all labour, material t&p asper si no.660+661 painting and warnishing two coats o
Sector: RDPR