Search/Sub head 16/16.56.2

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 equiped 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.

16.56.225 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.

Matches DSR 2023Vol 2, pages 1270 to 1272

Rate per sqm

275.30

DSR 2023

How this rate is built18 items, 4 additional charges

MaterialStone Aggregate (Single size) : 12.5 mm nominal size, Stone Aggregate (Single size) : 10 mm nominal size, Dry hydrated lime (factory made), Carriage of Stone aggregate below 40 mm nominal size, Carriage of Lime, Carriage of Tar / Bitumen, Stone chippings/ screenings 4.75 mm nominal size, Paving Asphalt of grade VG-30 of approved quality

LabourBeldar, Mate

MachineryFront end loader 1 cum bucket capacity (incl POL), Tipper-5 Cum/10 tonnes tonne, Vibratory roller 8 to 10 tonne, Smooth Wheeled Roller 8 to 10 tonne, Tandem Road Roller, Paver finisher Hydrostatic with sensor control 100 TPH, Generator 250 KVA, Drum Type HMP of 60-90 TPH capacity @ 75 tonne per hour actual

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Water 1%GSTCPOH 15%Cess 1%

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16.56.2This item

16.57.140/50 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 Batch Type Hot Mix Plant of 100-120 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 equiped 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.

16.57.240/50 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) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 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 equiped 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.

16.57.340/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 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 equiped 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.