Ordinary Repair Patch Work to Zira Ferozepur road SH.20 Km from 0.00 to 34.462 under head 3054 M and R

Amount

Slurry Seal Type-I (2-3mm thickness) Providing and laying slurry seal Type-I 2-3mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-2 @ 13% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specifications (CSR 24.30b)

Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications (CSR 24.16a)

Providing and laying dense graded bituminous macadam 50mm to 75mm thick Grade-2 with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications. CSR 24.20(b)

Providing and laying dense graded bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, aying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications CSR24.20b

1% Cultural and Heritage Cess

Supreme Constructions