Details: excavation in foundation in ordinary soil. the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m (100ft.) distance as directed by the engineer-in-charge. as per si. no. 253(a) concrete with 4 cm gauge stone ballast, coarse sand and cement in proportion of 8 : 4 : 1 in foundation. incluing supply of all materials labour and t&p etc required for proper complition of work s.i n0 -281 r.c.c. work with cemct approvcd coarse sand and 2cn, gaug approved stone grit in proportion of 1:2.4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending bu including its fixing and binding the same with 24 b.w.g.g.i binding wire and including necessary centering and shuttering etc. and supplh of all meterials, labour and t8p etc. required for proper completion o binding wire of supplied by the contractor free of cost. work. s no -283 mild steel or iron in plain work such as reinforced concrete or reinforced brick work (w
Sector: RDPR