Traffic safety measures at junctions in NH 66 (Old NH 47 )between CH 421/400 to 462/000

Amount

Appendix A-Taffic safety measures at junctions

3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

od3240/2019_2020 : Construction of Subgrade and earthen Shoulders&amp;lt;br&amp;gt;Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts &amp;amp;leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method

4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

od3242/2019_2020 : Supply and stacking 18mm broken stone

od3243/2019_2020 : Supply and stacking 12mm broken stone

od3244/2019_2020 : Supply and stacking 6 mm broken stone

od3241/2019_2020 : Providing 40mm thick chipping carpet with departmental brokenstone after thorougly cleaning the base with wire brushes was brooms and applying tack coat of 2.5kg bitumen/10m2 and spreading thehot premix (formed of 0.32 m3 of departmental 18mm metal ,0.22m3 of 12mm metal and 22.08kg of bitumen/10m2 rolling to dens surface then spreading sealcoat comprising of a hot pre mix of 0.09m3 6mm departmental metal and 8.64kg of bitumen/10m2 again rolling including hire of bass brooms camber board,roller andother charges etc. complete.

8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

AKHIL RAJ R

SATHYASEELAN L

Bidder Name

SUNIL M

SATHYASEELAN L

AKHIL RAJ R