Tenders Are Invited For Road Construction Works-Determination Of A Contractor For The Preparation Of A Technical Project And Construction (Engineering) Of The Site: Implementation Of Durable, Restorative And Strengthening Activities On Republic Road Iii-508 (Kardzhali-Makaza)-Jebel-Rogozche-Fotin-Domishte-Horseshoe At Km At Km

Road Construction Works-Determination Of A Contractor For The Preparation Of A Technical Project And Construction (Engineering) Of The Site: Implementation Of Durable, Restorative And Strengthening Activities On Republic Road Iii-508 (Kardzhali-Makaza)-Jebel-Rogozche-Fotin-Domishte-Horseshoe At Km At Km. The Purpose Of The Public Procurement Is To Designate A Contractor For The Preparation Of A Technical Project And To Carry Out Construction And Assembly Works (Construction Works) (Engineering) Of The Above Site, And In This Connection A Contract For Its Implementation Is Concluded, In Order To Prepare A Comprehensive And Lawful Technical Project, Which Will Serve To Carry Out Quality Construction Of The Site. The Expected Result Of Its Implementation Is To Reduce The Share Of The Population At Risk And To Ensure Disaster Resistance. 1. A Short Description: The Road Section Is Located Outside The Settlement, Entirely In Mountainous Terrain. There Is No Evidence Of The Design Speed For Which The Geometric Elements Of The Road Are Defined. Situation, The Section Is Located In The Curve. There Is A Longitudinal Slope, Climbing (Growing Mileage). The Section Is In A Mixed Profile: On The Left - In Excavation: Sloping Of Earth Soils And Rock Pieces, And On The Right - Embankment, In The Affected Section Is Drawn About 1.50 To 3.00 M. The Subject Of The Study Is The Section From Km 19+850 To Km 20+090. The Road In The Section Has Two Lanes, With The Following Gauge: Lanes: 2 X 3.0 M - 6.00 M; Banquet Width: 2 X 1.0 M; Construction Of The Existing Flooring: Wear Layer Asphalt Concrete 4 Cm; Binder 4 Cm; Crushed-Stone Flooring 15 Cm; Ballast Base 35 Cm. The Drainage Of The Section Is Resolved By Longitudinal And Bilateral Transverse Slopes. There Is An Earth Trench On The Left. At Km 19+960, A Gutt Was Built Ø1000, Which Was Fully Compromised: The Front Wall At The Outflow Was Collapsed And Removed To About 7 - 8 M. On The Left, At The Second Of The Drainage, A Restrictive System For Roads With A Length Of 20 M Is Installed. To The Right, The Cap Is 648 M Long, And It Collapsed In The Area Of ​​The Compromised Section (About 80 M). The Last Major Overhaul Of The Section Was Carried Out In 1999, And In The Coming Years It Was Maintained Within The Framework Of The Program For The Current Repair And Maintenance Of The Road Infrastructure Agency. There Are No Established Sections With A Concentration Of Road Accidents In The Compromised Section. According To The Registers Of Opu - Kardzhali, There Is An Optical Cable Line Owned By Link + Ltd., Momchilgrad In The Section. As Of 20.04.2021, By Order Of The Director Of Opu - Kardzhali, The Section From Km 17+700 To Km 20+700 Was Closed For The Movement Of All Types Of Road Vehicles. For The Section Under Consideration, It Is Necessary To Restore And Improve The Transport And Exploitation Qualities And The Bearing Capacity Of The Flooring In Order To Provide Conditions For Traffic Safety And Good Road Drainage. In Order To Complete The Overall Manner Of Destabilization Processes, It Is Necessary To Carry Out Geotechnical Studies That Will Clarify The Engineering -Geological Conditions In The Area Of ​​Deformities And The Reasons For The

34,25,000 - BGN

FileName	File Description
Global Tender Document	Tender Notice