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  WBM Type Road  
Earth Work
Leveling the earth surface to the required thickness including excavation of soil or debris.
Gravel Surface
Providing gravel to the required thickness according to the soil condition. Leveling it to the camper level of road. Watering if required and compacting it with roller.
WBM Surface (Bottom Layer)
Providing 75MM compacted thickness WBM using 0.75 CUM of 40MM to 65MM metal to 75 MM thick for bottom layer and 0.24 CUM of red gravel for blindage for 10SQM of 75MM compacted thickness, by laying, spreading metal and gravel and hand packing to camber, watering slurring, rolling and consolidation by roller, complete for bottom layer.
WBM Surface (Top Layer)
Providing 75MM compacted thickness WBM using 0.75 CUM of 20MM to 50MM metal to 75 MM thick for top layer and 0.24 CUM of red gravel for blindage for 10SQM of 75MM compacted thickness, by laying, spreading metal and gravel and hand packing to camber, watering slurring, rolling and consolidation by roller, complete for top layer.
Tack coat over WBM
Providing and applying tack coat over WBM with bitumen emulsion at the rate of (5kg to 10kg) /10 Sqm (According to the requirement) after preparing the surface, cleaned with broom to remove dirt and slit as per most
Bituminous Surface
A)   Bitumen Carpet (Site Mix)
    Surface dressing with pre-coated chips using 2.70 CUM of 12MM of chips pre coated with 44kg of 60/70 grade bitumen / CUM of chips for 100 SQM bypremixing laying and consolidation by roller and complete.
  Seal Coat (Site Mix)
    Providing seal coat over the BT surface using 73.23kg of 60/70 grade bitumen and 0.90CUM of 6MM chips/100 SQM by premixing laying and consolidation by roller and complete.
B)   Premix Carpet with Seal Coat
    Providing and laying premix carpet with seal coat of 25mm consolidation thickness using CMP paver finisher & rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MOST.
C)   Semi-Dense Bituminous Concrete
    Providing and laying Semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 to 5 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 MOST.
D)   Dense Bituminous Macadam with Semi-Dense Bituminous Concrete
   
  Dense Bituminous Macadam
    Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading , premixed with bituminous binder@ 4.0 to 4.5 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 MOST.
  Semi-Dense Bituminous Concrete
    Providing and laying Semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading , premixed with bituminous binder@ 4.5 to 5 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 MOST.
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