Details: earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and and also including 1.5 mt. lift and 30 mt. lead as per sl. no.253 detailed specification & direction of e/i. for embankment work. construction of granular sub-base by providing shankargarh material, spreading in uniform layers with motor grader on prepared surface and compacting in two layers at omc with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. for proper completion of work as per direction of engineer-in-charge. providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and
Sector: PWD