Road improvement work using the hot-mix method on the stretch from Sabera Nursery to Mannat Hospital, situated in front of the Senior Superintendent of Polices office in Ward-32 (Kachahri).

Construction of Granular sub (G.S.B.) by providing, laying, spreding and compacting speciffied graded crushed stone in sub base coarse including premixing the materials at O.M.C. in mechanical mixer (Plug Mill) including carriage of mixed msterials, laying in uniform layers with power roller to achieve the desired density including all materials, labour, machinery, lighting gaurding, barricading and maintance of diversion complete of as per MoRT & HT technical specification clause No. 404B (G3)

Providing and applying tack coat on bituminious sruface@ 0.250kg/Sqm, bitumen of grade- VG-10 including heating the bitumen spraying the bitumen with mechanical operated spray unit fitted on bitument boiler, cleaning and preparing the existing road surface as per specifications

Providing and laying Dense Graded Bituminous Macadam 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 grad, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-inCharge. 50 to 100 mm average compacted thickness wih bitumen fo grad VG-30 @ 5% (percentage by weight of total mixland lime filler @ 2% (nercentage by

Providing and laying Bituminous concrete using crushed stone aggregate 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 complete in all respects, 40/50 mm compacted thickness with bitumen of grade VG-30 5.5% (percentage bby weight of tota mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH Capacity.

Road marking with Hot Applied Thermoplastic Compound with Reflesterising Glass Baseds on Bituminous sruface. Provid and laying of hot applied thermoplastic compound 2.5 mm thick including reflectirosing glass boads @ 250 gms per sqm area, thickness of 2.5 mm mm is exclusinve of surface applied glass beads as per IRC-35-2015 The finished surface to be level uliform and free from streeke and hotes.

Supply and fixing of raised pavement marker with made of Plastic body or RPM Road stud shall be moulded form ASA (Acrlic stylen Acrydanentle of Hipls cats eye.