Bittuminous Road Work from Mandre ki Mata Tiraha to Amkho Bus Stand Tiraha Ward no 55. File No.16/26X3/5.

Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base.By Mix in Place Method For 53 mm maximum size

Providing and laying Levelling Course/Profile Corrective course with bituminous macadam with hot mix plant using crushed aggregates of grading-1 premixed with bituminous binder (VG-30) @ 3.1%, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Sections 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per Section 500 of the specifications.

Providing and applying tack coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503. (I)@ 0.25 Kg per Sqm (normal bituminous surfaces)

Providing and laying dense bituminous macadam with hot mix plant batch using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per relevant clauses of section-505. (Lime or cement will be used as filler) for Grading II( 50-75mm thickness ) bitumen content 4.5% (VG-30)

Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder, transporting the hot mix to work site,laying with a mechanical paver finisher to the required grade,level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per relevant clauses of section-507.(lime or cement will be used as filler).for Grading II ( 30-45 mm thickness ), Bitumen content 5.4% (VG-30)

Providing and laying reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200. RCC Grade M20

Plastering with cement mortar (1:3) on brick work in sub-structure as per section 1300 of the specifications.

Providing and applying 1.0 mm thick white cement based wall putty of best quality, over plastered surface to prepare the surface even and smooth complete.

Painting on Kerbs with synthetic Enamel Paints with two coats including one coat of primer in alternate bands including cost of Material and labour complete as per drawing and technical specifications

Providing and applying 2.5 mm including reflectorising glass beds @ 250 gms per sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per clause 803 of MORTH.