tender for 30 meters in pandit deen dayal puram awasiya yojna. 18 meters in north or south side of road. 12 meters and 09 meters. construction of remaining rcc drain on road - excavation in foundation in ordinary soil ( loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. 2 boring of 30cm dia piles of single under reamed of 50cm dia of bulb and 3.5 meter depth in black cotton soil with hand operated auger machine including all laboure t&p etc. for proper completion of work as per is code-2911(part-iii) 1980. 3 cement concrete with 4cm (1/2) gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 4 rcc work with cementapproved coarse sand and 2cm. (3/4) gauge approved stone ballast in the proportion 1:1 ½:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 b.w.g.i wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of costbut in rcc raft foundation and footing with 4cm(11/2) gauge approved stone ballast. rate as per si no-288 5 mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured. 6 earth work in cutting or in embankment in ordinary soil,excavtion to be it the from of regular pits not exceeding 1/2 meter (20) in depth earth work in embankment to be in 20cm (8) layers including 1.5meter (5ft) lifts and 30m (100ft) lead. 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. 7 cartage of earth, kankar coal, gift or sand etc including loading & unloading from 2 km as per si no-252