C/o Link road Tallerghat to Award km 0/0 to 5/500 (SH- P/L WBM Grade-III 53 to 22.4mm in km 1/00 to 2/00 and 25mm 1/00 to 2/00 and C/o Unlined surface drain km 0/0 to 2/00).

Amount

Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three Wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- 3 as per Technical specification Clause 405 (53 to 22.4 mm and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing and applying Prime coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.90-1.20 Kg / Sqm using mechanical means as per technical specification clause 502. with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with rapid setting bitumen emulsion on bituminous surface @ 0.25kg/sqm as per specifications and directions of Engineer-in-Charge

Providing, laying Bituminous Concrete using crushed aggregates of specifed grading premixed with bituminous binder and filler transporting the hot mix to work site by tipper, laying with hydrostatic paver finisher equiped withelectronic sensor to the required grade level and alingnment rolling with smooth wheelded vivratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per the direction of the Engineer in charge . 25 mm compacated thick ness with bitumen od Grade VG-30 @ 5.4 % to 5.6% ( 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 capacityas per specifications and directions of Engineer-in-Charge

Construction of unlined surface drain of average cross -section area 0.40Sqm in soil to specified lines ,grades, levels and dimension . Excavated material to be used in embankment with lift up to 3.00 mtr and lead of 50 mtr as per Technical specification clause 307. . and with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

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