reinforcement at mauje digras taluka jilha parbhani .tq. & dist. parbhani. - excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.dsr i.no. 2.11. 2 conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. dsr i.no. 2.26 3 supplying hard murum at the road site, including conveying and stacking complete. dsr i.no. 2.29a 4 spreading hard murum/ soft murrum/ gravel or kankar for side width complete dsr i.no. 2.30 5 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. dsr i.no. 2.31. 6 construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader/ paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- plant mix method and grading - i material dsr i.no. 3.01 7 crusher run macadam base -- providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/base -- by mixing plant method for 45 mm maximum size dsr i.no. 3.27.