Macdamisation of Kadpora Interior links including Link road from main Road (near Stadium Kadpora) to h/o Khurshid ahmad mir

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and Applying of Tack Coat using Bituminious Emulsion confirming to IS 8887 using emulsion pressure distributor incl prepparing the surface incl cleaning with mechanical broom. MS Emulsion.

Providing and laying of 50 mm premix Bituminious Macadam base course with Stone aggregate of quality size and grading as specified in CPWD specification and straight run bitumen of grade 80/100 3.5% by weight of total mix incl hot mixing of stone aggregate and bitumen in hot mix plant transporting mixed material and laying with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonnes capacity to achive the required compaction and density 50to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type HOt Mix Plant of 60-90 TPH Capacity incl all Carriage etc Complete job.

Providing and laying of 25mm thick Semi Dense asphaltic base Course using mineral aggregate satisfying the gradation set out in specification with 5% binder content by weight of total mix with the aid of hot mix plant and paver finisher incl rolling wit road roller of 8 to 10 tonne capacity to achive the required compaction and density 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

Supplying and filling of RBM/Khak Bajree/ quarry muck in berms/shoulder filling incl spreading, consolidation loading, unloading all complete job.