tender for rcc retaining wall work behind lakdi hall on yamuna bank. - earth work in excavation in ordinary soil including 1.5 m, lift and 30 m. lead including loading and unloading ..........all complete. (si no 251) 2 earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ m in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 m distance as directed by the engineer incharge including supply of roller and water required for proper completion of work as per most specification no. 301.2.1 including roytalty with 5km carted.h= (1.50+2.50)/2=2.00 3 r.c.c work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:2:4 in raft foundationin footing excluding supply of reinfocement and its binding but including its fixing and binding the same with 24 b,w,g ,g,i vinding wire and including necessary crent ering shuttering etc .and also incluing supply of all material lavour and t& p etc but for slab (s.i. no. 287) 4 r.c.c work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:2:4 in t beam and coloumn excluding supply of reinfocement and its binding but including its fixing and binding the same with 24 b,w,g g,i vinding wire and including necessary crent ering shuttering etc .and also incluing supply of all material lavour and t& p etc but for slab (s.i. no. 288) h= (7.00+3.00)/2=5.00 5 mild steel or iron in plain work such as reinforced concrete or reinforcement brick work............... all comlpete (si no. 504) 6 add 18% gst