Border Roads Organisation Tender

Bet KM 0.00 TO KM 2.200, KM 2.245 TO KM 17.000, KM 21.250 TO KM 25.910, KM 25.932 TO KM 29.450, KM 29.463 TO KM 29.683 AND KM 30.666 TO KM 30.720 on HAZIBAL-Z-GALI- MACHHAL road

Providing laying and compaction of 50 mm thick (compacted) Bituminous Macadam layer with bitumen after duly preparing existing BT surface including scrubbing, cleaning and applying tack coat with Bitumen Emulsion and bitumen pre-coated stone aggregate as per Table 500.6 & 500.7 of MoRT&H specifications for Road &Bridge Works (5th revision) mixed with minimum 3.4% binder asphalt VG-10 grade and rolled to the required specifications between Km 0.00 to Km 2.200, Km 2.245 to Km 17.000, Km 21.250 to Km 25.910, Km 25.932 to Km 29.450, Km 29.463 to Km 29.683 and Km 30.666 to Km 30.720 on HAZIBAL-Z-GALI-MACHHAL road, all as specified and as directed by Engineer-in-Charge/OC Contract.

Providing laying and compaction of 40 mm thick Bituminous concrete (compacted) with HMP Mix after duly preparing BT surface including scrubbing, cleaning and applying tack coat with Bitumen Emulsion and bitumen pre-coated stone chips grading confirming to Table 500-17 and physical requirement as per table 500-16 and mix satisfying the requirement of Table No 500-19 and table No: 500-12 of MoRT&H specifications for Road and Bridge Works (5th revision) mixed with binder asphalt VG-10 grade and binder content minimum 5.4% by weight of total mix and 2% filler by weight of total mix aggregate (filler) conforming to the required specification for filler as per Table 500.9 of MoRT&H specifications for Road and Bridge Works (5th revision) and rolled to the required specifications between Km 0.00 to Km 2.200, Km 2.245 to Km 17.000, Km 21.250 to Km 25.910, Km 25.932 to Km 29.450, Km 29.463 to Km 29.683 and Km 30.666 to Km 30.720 on HAZIBAL-Z-GALI-MACHHAL road, all as specified and as directed by Engineer-in-Charge/OC Contract.