Asphalt & Road Surfacing Tenders

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by apply paving bitumen, tack coat (VG-10) at 5 kg per 10 sqm. putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again will rammed (including supply or premixed macadam, binder and chippings), depth of potholes exc 30mm complete all as specified and directed.

M & L for preparing bituminius surfaces of road and making 2.5 mm thick centre line, stop line , dashes, arrows etc and the like n exc 10cm wide on roads pavement with hot applied thermo plastic road marking paint of approved colour alongwith mirror particle confirming to BS 3262-1989 with special applicator machine all as per manufacturers instructions complete all as per specified and directed.

Dense Bituminous Macadam using Hot Inplant Technology Application Hot In plant recycling technology to strengthening of existing wearing course upto 60mm thickness as per MORTH specification (Section 519- mainly Clause no. 519.4.2 and 519.6) confirming to grading of specification, Bitumen, and virgin asphalt in following proportion:- (i) Fresh Bituminous concrete confirming to Grading Specification @ 70% of additio of total mix other than recycled. (ii) Bitumen VG-30 for Bitumen @ 5.5% of by weight of fresh aggregates. (iii) Binder @2% by weight of mix. Tecycling pavement by cold miling of existing bituminous layers, planning the surface agter cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stockpiling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvennators as required, mixing in a hot mis plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in Clause 519.

aggregate as per required gradation with asphalt of VG-30 grade at the rate of

Repair to potholes any depth, not exc 1.00 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc, cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal , watering and well ramming (including supply of road metal) complete all as specified and directed.