Details: construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per mord technical specification clause 301.5. preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres as per direction of the engineer-in-charge. flat brick solingproviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with earth, free from clay with a plasticity index not exceeding 6, watering and rolling the same
Sector: Buildings