Maintenance of Main Entry Road No 1(P) At I.A. Trishundi , Distt.- Amethi.

Construction of granular sub-base by providing coarse graded ma Marerial conforming to specification mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density, complete as per specification and directions of Engineer in-Charge.

Providing laying spreading and compacting graded stone aggregate, grade-il(size range 53 mm to 0.075 mm) to wet niv macadam (WMM)specification including premixing the material wirh water at OMC in mechanical uns plant, carriage of mixed material by tipper to site, for all icads & lifts, laying in uniform layers with mer hanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per specified and direction of engineer-10-charge.

Providing and applying priming coat with bitumen on prepared surface of granular base i/c cleaning of road surface and spreading bitumen grade V.G. 30 @ 0.6kg/Sqm using machinical means MORTH 502)

Providing and laying 50 mm thick-Dence graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes Iper hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 3.3 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratiory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects

Providing and applying tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.25 kg per sqm on the prepoared surface cleaned with hydraulic broom.(503)

P/L 25 mm Thick Semi Dense Bituminous Concrete with 100-120 P TPH batch type HMP Prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.4 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specification Clause no 507 including tack coat 0.30 KG per Sqm complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Providing and laying of hot applied thermoplastic compound 2.5 mm. thick as per approved colour, layout and design including reflecturising glass beads @ 250 gms per sqm. area, thickness of 2.5 tram is exclusive of surface applied has beads as per MORT & H specification No 800 The finished surface to be level, uniform and free from streaks and holes rates to be inclusive of ail taxes, royalty, VAT etc. all T & P/ machine material and labour required for proper completion of work.

Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable matenal approved by the Engineer. The Marker shall support a load of 13.635 kg lested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light eniring the lens face. Lenses shall be mouled of methyl methacrylate conforming to and the area of each retro-face shalls than exceed 130 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.