51233842 Corrigendum : , scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in tables 300 1 and 300 2 for embankment construction as per morth specification clause 305.3.4 7 providing laying spreading
51463528 of mix 1:2:4 (1 part cement : 2 parts coarse sand : 4 parts graded stone aggregate), using 20 mm and 10 mm size hard broken stone aggregates, finished with a floating coat of neat cement, including laying in panels, applying cement slurry, compacting
51514795 at the rate of 5 litres of emulsion per square metre of surface area , treating the backfill in contact with foundation at the rate of 7 5 litres of emulsion per square metre of vertical surface treating the backfill in contact with foundation at the
51567418 hard/dense soil not exceeding 1.5 metre wide and not exc 1.5 metre in depth and getting out for taking out / laying of pipes and making bottom surfaces of excavationleveled. 49 returning, filling in trenches with excavated soil including spreading, levelling
51491085 including disposal of uprooted vegetation. 126 fine dressing of the ground. 127 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth