Details: e/w in excavation in foundation in ordinary soil as per s.i. no. 251 e/w in cutting or embankment in ordinary soil. as per si no 253 i/c cartage from 1.00 km distance construction of sub granular 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 ratav ator at omc and compacting with smooth wheel roller to the desired density , complete as per technical specification clause 401 w.b.m (grade-3) (53mm to 22.4mm)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
Sector: RDPR