Details: e/w in cutting or embankment in ordinary soil. as per si no. 253. with 1km cartage construction of gramular sub base grade 1 by providing well graded material specification in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to the desired density, completw as per technical specification clause 401. 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 crushable screening to fill-up the interstices of coarse aggregtate watering and compacting to the required density grading 3 as per technical specification clause 405. construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prep
Sector: RDPR