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 Fortification Activities On The Republican Road Iii-597 Ivaylovgrad-Lyubimets At Km 28+700

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 Fortification Activities On The Republican Road Iii-597 Ivaylovgrad-Lyubimets At Km 28+700. The Subject Of This Public Procurement Is The Selection Of A Contractor For The Preparation Of A Technical Project And Construction (Engineering) For The Site: Implementation Of Durable, Restorative And Fortification Activities On The Republican Road Iii-597 Ivaylovgrad-Lyubimets At Km 28+700. The Above Site, In This Connection, Concludes A Contract For Its Implementation, With A View To The Preparation Of A Complete And Lawful Technical Project, Which Will Serve For Quality Construction Of The Site, In Accordance With The Regulatory Requirements And Compliance With The Agreed Terms Of The Estimates Of The Implementation. The Territory Of Haskovo District Was Found Destroyed A High Embankment On The Republican Road Iii-597 Ivaylovgrad-Lyubimets At Km 28+700, With The Asphalt Pavement Undermined And Standing In The Air. In Every Torrential Rain, The Technical And Exploitation Status Of The Section Deteriorates. There Is A Longitudinal Joint On The Asphalt Pavement From The Side Of The Collapsed Embankment. There Is A High Likelihood Of Collapse Of The Roadway, Detachment From The Road And The Occurrence Of An Accident. At The Moment, The Embankment Has Slipped On A Length Of 20 M. In A More Serious Meteorological Setting, Such As Heavy Rains, Storms And Snow, There Is A Risk Of Slipping And Destruction Of The Road, Which Can Lead To The Occurrence Of A Road Accident. The Road Section Is Located Outside The Settlement, Entirely In Mountainous Terrain. The Design Speed Is 70 Km/H. Situation, The Section Is Right. The Section Is In The Embankment, With The Activation Of Destabilization Processes, Which Resulted In Which In Places The Banquet Has Fallen And Continues To Collapse, Collapse And Part Of The Asphalt Pavement, Which About 70 Cm Is Slightly Separated. The Flowing Surface Waters Destroy The Integrity Of The Road And The Banquet. Surface Waters Drain To The Banquet, Violating The Embankment On The Road. All This Is A Prerequisite For Exporting Part Of The Earths Bed. There Is A Risk Of Collapse Of The Asphalt Pavement And The Collapse Of The Road To The Right. The Total Length Of The Compromised Section Is About 250 Meters. - From Km 28+600 To Km 28+850 Left To Increase The Kilometer The Road In The Section Has Two Lanes, With The Following Gauge: Lanes: 2 X 3.50 M; Banquet Width: 2 X 1.00 M, In Places There Is No Place; General Gauge: 7,00/9.00 M. Construction Of The Existing Flooring: Wear Layer Of Dense Asphalt Concrete - 4 Cm; Non -Runned Asphalt Concrete - 4 Cm; Crushed-Stone Flooring-15 Cm. Ballast Base-35 Cm. There Is A Restrictive System For Left And Right Roads On The Route. The Section Is Marked With Balises And A Speed Reduction Of 40 Km/H. No Temporary Movement Organization Introduced. No

24,94,000 - BGN

FileName	File Description
Global Tender Document	Tender Notice