tender for road restoration work at laulai link road in km 1 and 2 and 3.; 1 removal of unserviceable soil including excavation,loading and disposal upto 8000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause305 2 sand filling in foundation trenches as per drawing & technical specification 3 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc and with cement compacting with vibratary roller to achieve the desired density, complete as per clause 401. 4 providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 5 providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning of road surface and spraying primer a! the rate of 0.75kg/sqm using mechanical means 6 providing & applying tack coat with bulk bitumen (vg 10) using bitumen pressure distributor @ 0.20 kg per sqm on the prepared surface cleaned without hydraulic broom. 7 providing and laying dense graded bituminous macadam with hmp producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per mort & h specifications clause 507 complete in all respects. 8 providing and laying bituminious concrete wilh hot mix plant producing an grading premixed with biltuminous binder as per job mix, transporting the hot mia to work site laying with a hydrostatic pavei finistier to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per mort &h specifications clause 509 complete in all respects 9 construction of embankment/patri with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5