Kharpora Brimmer Narsar road along with KDA link

Engagement of JCB for Cleaning of road sides, removal of rubbish material and Disposal as per the directions of engineer concerned (to be paid as per actual)

P/L RBM/Nallah muck/Quarry including Spreading, watering and consolidation with road roller complete job finished work to be measured.

Scarifing the existing bituminious road surface to a depth of 50 mm and disposal of scarfied material within all lifts and lead upto 1 km (by mechanical means)

Providing,laying,spreading and compacting graded stone aggregate(size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification incl 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 mechganical paver finisher in sub- base/ base course on well prepared surface and compacting with vibratory roller 8 to 10 tonne capacity to achive the desired density, complete as per specification & directions of Engineer-In-Charge including cost and carriage of all materials complete job.

Providing and applying of Tack Coat using Bituminious Emulision conforming to IS 8887, using emulsion pressue distributor incl preparing the suirface and cleaning with mechanical broom. On bituminious surface @ 0.25 kg/Sqm.

Providing and applying of Tack Coat using hot straight run bitumen of grade 10, incl 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 bitumen surface @ 0.50 Kg/sqm.

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm compacted thickness with bitumen of grade [email protected]%(percentage by weight of total mix) and lime filler @ 2% (percentage by plant of 60-90 TPH Capacity.

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 30 @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 2.36mm and retained on180 micron sieve) with bitumen using 128 kg of bitumin of grade 80-100 per cum of fine aggregate and 0.60 cum of fine aggregate per 100 Sqm of road surface incl. rollling and finishing with road all complete.

Supplying and filling of RBM/Khak bajree/ nallah muck filling for Berms including spreading watering laying and consolidation with PRR of 8-10 tonne complete all carriage.