Details: construction of graunlar sub base by providing well graded material speading in uniform layers with mother grader on prepared surface mixing by mix in place method with rotavator at omc and compacting with smooth wheel roller to achieved the desired densify complete a per clause 401 provding laying spreading and compacting stone aggregates of specifile sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel/ vibartory roller 8-10 tones in stages to proper grade and comber applying and brooming requisite fype of screening/binding meterails to fill-up the intersites of coarse aggregate. watering and compacting to the requrited density g-3 as per technical specification clause 405 construction of unreinforced, plain cement concreet pavment thickness 15cm overa prepared sub base, with43 grade cemment or any other typeas per m30 coarse and fine agregales conforming to is . 383 maximum size of coarse aggregate not exceed
Sector: RDPR