tender for improvements to annamalai nagar in thirunallar- 1 surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil 2 providing and laying unscreened gravel boulders to a specified consolidated thickness for sub base course including stacking of the material to the departmental gauge on road side for pre measurement. the volume of stacks calculated as per actual measurement shall be reduced by 15% for looseness in stacking to arive at the net quantity. the rate shall including labour charges for spreading and hand packing to required camber and graded, and rolling with power roller hire and fuel charges for all tools and plants employed, and the cost of the boulders etc complete as directed by the engineer-in-charge 3 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 three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - water bound macadam gr-i with gravel screening. (as per morth specification, 4th revision) 4 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - water bound macadam gr-ii with moorum or gravel screening. (as per morth specification, 4th revision) 5 providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (as per morth specification, 4th revision). 6 providing and laying semi-dense bituminous concrete with hmp of capacity not less than 40 - 60 tph using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of morth specification, 4th revision, complete in all respects - using grade-i material and bitumen vg30