Development/Upgradation of Bowl Road Gulmarg Baramulla.

Part-A (Macadamization)

Scarifying the existing bituminous road surface to a depth of 50mmand disposal of scarified material within all lifts and leadupto 1 km (by mechanical means).

P/L of GSB/RBM incl compaction by 8-10 tonne PRR to be provided as water drainge layer as sub base in berms, deep potholes, ditches complete job .

P/L water bound macadam base course with quarry crushed stone aggregate 63-45mm size stone screening 13.20 mm size and binding material as per MORTH specificatioin including screening, sorting spreading to template and consolidation with PRR of 8 to 10 tonne capacity incld. Carriage of quarry crushed stone aggregate and stone screening, stone duist from approved source upto site of work complete .

Providing, laying, spreading and compacting graded stone aggs (size range 53 mm to 0.075mm) to wet mix macadam (WMM) specifications including premixing the material with water in mechanical mixing plant, carriage of mixed material by M.T. 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 roker of 8 to 10 tonne capacity to achieve the density, complete as per specifications. Complete Job

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 WBM surface @ 0.75 Kg/ Sqm

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 BT 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 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.

Providing and laying 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. 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3%.(percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.