Tender For Renewal Work Of Tehri-Hindolakhal-Devparyag-Vyasghat-Bilkhet Motor Road (State Highway) Under Annual Maintenance Year 2026-27.(Km. 11 To 21, Length- 11 Km), Tehri Garhwal-Uttarakhand
TDR : 54398913
Tender Notice
Corrigendum Details
BOQ
2 Days Left
Tehri Garhwal
Uttarakhand
Corrigendum : Tender For Renewal Work Of Tehri-Hindolakhal-Devparyag-Vyasghat-Bilkhet Motor Road (State Highway) Under Annual Maintenance Year 2026-27.(Km. 11 To 21, Length- 11 Km)
Name of Work:- Renewal work of Tehri-Hindolakhal-Devparyag-Vyasghat-Bilkhet Motor Road (State Highway) under annual maintenance year 2026-27.(Km. 11 to 21, length- 11 km)
Sl. No.
Item Description
1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
2
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3
Bituminous Macadam Providing and laying bituminous macadam with hotmixplant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achievethe desired compaction as perTechnical Specification Clause 504 (with Bitumen VG-10)
4
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) for Grading I - 13mm using Bitumen VG - 10 (bituminous binder @ 4.5 % of mix) Please Enable Macros to View BoQ information
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