Tenders Are Invited For Architectural, Construction, Engineering And Inspection Services - Reconstruction Of A Bridge Facility On Z. Stoyanov St. At The Railway Station - Overpass - Project

Architectural, Construction, Engineering And Inspection Services - Reconstruction Of A Bridge Facility On Z. Stoyanov St. At The Railway Station - Overpass - Project. Reconstruction Of A Bridge Facility On Z. Stoyanov Street Near The Railway Station - Overpass - Project. It Is Planned To Develop An Investment Project In The Technical Phase For The Reconstruction Of The Bridge Facility On Z. Stoyanov St. At The Railway Station Representing An Overpass Over Opalchenska St. (Future Route Of Republican Road Ii-35), With The Aim Of Ensuring A Conflict-Free Crossing Between Zahari Stoyanov St. And Oplchenska St. (Future Route Of Republican Road Ii-35), Raising Traffic Safety, Reducing Traffic Jams And Facilitating Access To The Troyan Railway Station. Main Technical Parameters - - Type Of Facility: Road Overpass - Clear Opening: ≥14.00 M (Length Of Bridge Facility) - Minimum Clear Height Under The Overpass: ≥ 5.00 M - Number Of Road Lanes: 2 (One In Each Direction) - Lane Width: 3.50 M Traffic Lane - Total Width Of The Road Section: 7.00 M Traffic Lane - Sidewalks: 1.50 M From Both Sides - Overall Dimensions Of The Facility: ≈ 10.00 M The Volume And Content Of The Technical Project And The Attached Drawings And Details Should Be Sufficient For The Implementation Of Construction And Repair Works. Statistical Calculations Proving The Bearing Capacity And Stability Of The Structures, Including Checks For All Combinations Of Loads, Including Seismic Insurance, Should Be Attached To The Project. The Work Project Must Contain All The Parts Provided For In Ordinance No. 4 On The Scope And Content Of Investment Projects. It Must Be Signed By The Legally Competent Specialists Who Prepared The Individual Parts And Agreed With A Signature By The Designers Of The Remaining Parts. The Certificates Of Legal Capacity Of The Designers Should Be Attached To The Developments. The Design Of The New Road Overpass To Comply With And Adhere To The Existing Streets By Designing The Necessary Road Connections. The Dimensions Of The New Road Overpass Should Comply With The Existing Road Connection Representing A Section Of Zahari Stoyanov Street From The West And The Pre-Station Site From The East. The Road Overpass Should Comply With The Existing Width Of The Road Surface On Zahari Stoyanov Street, With The Sidewalks To Be Provided With A Minimum Width Of 1.50 M. Pvc Pipes Should Be Laid In The Sidewalks For The Placement Of Existing And Future Communications. Due To The Impossibility Of Stepping Into The Gauge Of Opalchenska Street, It Is Necessary To Bridge The Facility With One Opening Of The Bridge Structure. The Following Project Parts Should Be Developed: Structures, Geodesy, Road, Electrical, Traffic Organization (Water And Traffic Control), Pbz, Puso, Detailed Cs And Kss In All Parts. Quantitative And Quantitative-Value Accounts For Each Part And Recapitulation Should Be Submitted To The Project.