Details: earth work in cutting or in embankment by manual means in ordinary soil.excavation to be in the form of regular pits not exceeding 1/2 meter¼20''½ depth and earth work in embakement to be in 20cm.(8'')……………….directed by the engineer-in-charge.s.i.no-253(a) concrete with 4cm gauge approved stone ballast,coarse sand and cement in proportion of 1:5:10 including supply of all materials labour and completion of work. m-150 b/w in drain 1:4 cement,coar sand mortar i/c all work (s.i.no.305) 12mm thick cement plaster in 1:4 cement approved fine sand matar etc including all comp. work (si.no 584 a) s/l 125 micron polythene sheet complete. concrete with 2cm gauge approved stone ballast,coarse sand and cement in proportion of 1:2:4 including supply of all materials labour and completion of work.s.i.no-279a r.c.c. work with cement c-sand and stone grit in 1:2:4 in lintels etc excluding s/o rainforcement and its binding but including fixing binding centering and shuttering including supply
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