Tenders Are Invited For Construction-Site Supervision Services-Selection Of A Contractor For The Preparation Of A Complex Conformity Assessment Report With The Basic Requirements For Construction And Technical Control According To The Structural Part And The Exercise Of Construction Supervision During The Construction Of The Site: Execution Of Permanent, Restorative And Reinforcement Activities ... Contributions In The Field Description (Bt
Tenders Are Invited For Construction-Site Supervision Services-Selection Of A Contractor For The Preparation Of A Complex Conformity Assessment Report With The Basic Requirements For Construction And Technical Control According To The Structural Part And The Exercise Of Construction Supervision During The Construction Of The Site: Execution Of Permanent, Restorative And Reinforcement Activities ... Contributions In The Field Description (Bt
Construction-Site Supervision Services-Selection Of A Contractor For The Preparation Of A Complex Conformity Assessment Report With The Basic Requirements For Construction And Technical Control According To The Structural Part And The Exercise Of Construction Supervision During The Construction Of The Site: Execution Of Permanent, Restorative And Reinforcement Activities ... Contributions In The Field Description (Bt. Continue. From The Title Field (Bt-21-Lot) ... Republican Road Iii-865 (Turen-Middle Mountains) Pk Stoyanovo-Ardino-Martalish-Kardzhali At Km 57+110 Existing Position: The Road Section Is Located Outside The Settlement, In The Territory Of The Municipality Of Kardzhali. On The Increase Of The Kilometer, A Retaining Wall Of Stone Masonry And A Length Of 22 M. With A Minimum Longitudinal Slope. The Section Is In A Mixed Profile: Left - In Excavation, Sloping Of Earth Soils And Rock Pieces, And On The Right - A Mound That In The Affected Section Is Drawn To About 5 M. The Length Of The Affected Section Is About 20 M. 3.5 M - 7.00 M; Banquet Width: 1.00 M; Earth Trench Width: 1.00 M; General Gauge: 9,00 M. Construction Of The Existing Flooring: Wear Layer Of Dense Asphalt -Type A - 4 Cm. Non -De -Asphalt Concrete - 4 Cm; Crushed -Stone Flooring - 15 Cm; Ballast Base - 35 Cm. As A Result Of A Road Accident - A Stroke In The Mounted Restrictive System, Anchored In The Concrete Cap Of The Retaining Wall, As Well As The Large Operational Period Of The Road Facility, Resulted In The Separation Of Part Of The Retaining Wall From The Road Body And The Destruction Of The Stone Masonry. The Restrictive System Is Compromised. No Concentration Of Road Accidents Has Been Identified In This Section. A Temporary Movement Organization Has Been Introduced Into The Section, Limited To The Right Lane.
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