Improvements to the Kanniamman Koilpet road from Madhu Mariyamman Koil to Valluvar Street at Thiruvettakudy village in Kottucherry Commune.

Cleaning of the existing black topped surfaces with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. On the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)

Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen - VG30

Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen -VG30

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Providing and laying of unscreened gravel boulders including conveyance of unscreened gravel boulders to work site from approved quarry and stacking to the department gauge for pre measurement, spreading hand packing to the required camber and gradient, watering and consolidation by power roller rolling all as durected by the Engineer-In-Charge. The rate shall include cost of unscreened Gravel boulders and water, labour charges for stacking, spreading, hand packing and watering, hire and fuel charges for power roller and all other tools and plants employed etc., complete. The volume of stacks calculated as per the actual measurement shall be reduced by 15% for looseness in stacking to arrive at the net net quantity.