Strengthening of Road (P/L DBM andd BC work Block A B and C in Sector-19) Noida

Cold mling of Batan Ponment surface spoo the depth of means wing milling machine, who disturbing the underlying layers to per and level, cleaning the surface properly sering the w materials, stacking the milled materials for nene, scary grading gheing, including hire charges of machinery, co offendis charges complete mod as per direction of Engineer-in-charge

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm

Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects.

Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent 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 MORTH specification clause No. 507 complete in all respects

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