Asphalt & Road Surfacing Tenders

asphalt V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg.

asphalt V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg.

asphalt V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg.

2cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete ( Incl. tack coat) With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt

Dense Bituminous Macadam with Reclaimed Asphalt Pavement (RAP) using Hot in Plant Recycling Application Hot In plant recycling technology to strengthening of existing wearing course upto 50 mm 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: (1) Dense Bituminous Macadam (DBM-II) confirming to 70% fresh aggregate and 30% RAP (ii) Bitumen VG-30 content 4.60% of Binder in RAP is 2.83% by weiight RAP. Recycling pavement by cold milling of existing bituminous layers. planning the surface after 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 rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in Clause 519