C/O Link road from Mashobra to Seepur km. 0/00 to 2/735 (SH Providing and Laying G-III and Tarring in km. 0/00 to 2/735)

Amount

Providing ,Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density (size 533 mm to 22.4mm ) including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge(i) Grade-III

Providing and applying primer coat with bitumen emulsion (SS-1) on prepaired surface of granular base including cleaning of road surface and spraying primer @0.85 Kg.(Zero point Eighty Five Kilogramme) Per square metremechnical means as per technical specifecation MORTH Clause 502. including carriage of material within all leads lifts and as per the direction of 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 (i) on WBM /WMM@ .04 kg. Per Sqm. including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge

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.(a) 30 mm compacted thickness with bitumen of grade VG-10 @ 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. including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge. The work should be executed as per Job Mix Formula approved by the department. The rate should be Quated accordingly.Nothing extra shall be applicable on this account.