Details: a) construction of embankment with approved material obtained from availble land as permitted and approved by engineer-in-charge and as per technical specitaion clause 301.3.4.1, with all lifts and leads, spreading, grading to required and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405.clause 405 sr no 4.8-(2) - wbm gr-ii of stone ballast (45 - 63 mm size ) from approved quarry and screening material type b 11.2 mm for grading 2 @0.20 per 10- sqm and binding materials(ston
Sector: Sugar