Tenders Are Invited For Architectural, Construction, Engineering And Inspection Services – B1 Oderbrücke Küstrin - Landschaftspfleg. Accompanying Plan, Species Protection Contribution, 2 X Ffh Impact Assessment, Preparatory/Approval Planning Work, Accompanying Services For The Approval Process

Architectural, Construction, Engineering And Inspection Services – B1 Oderbrücke Küstrin - Landschaftspfleg. Accompanying Plan, Species Protection Contribution, 2 X Ffh Impact Assessment, Preparatory/Approval Planning Work, Accompanying Services For The Approval Process. The Republic Of Poland, Together With The Federal Republic Of Germany, Is Planning To Renew The Küstrin Oder Bridge. The New Replacement Building Is To Be Built As An Extension Of The Axis Of The B 1, Ou Küstrin-Kietz, Between The Old Bridge And Immediately Next To The Deutsche Bahn Bridge. In Addition, The Planning Includes The Connection To The Existing Network And The Dismantling Of The Old Structure. In This Context, A Landscape Conservation Plan Must Be Drawn Up For The German Territory Affected By The Project. Special Services Include: - Preparatory Work On The Preliminary Investigation As Part Of The Preliminary Planning - Preliminary Work On The Draft Findings And Approval Process. In Addition, The Following Specialist Contributions Must Be Created And Integrated: - Species Protection Contribution - 2 Ffh Impact Assessments Separate Service Descriptions Are Included In The Tender Documents For These Accompanying Specialist Contributions. The Planning Area (Blue Polygon) With A Size Of Approx. 13 Hectares Extends In Length From The Kietz Pre-Flood Canal To The Oder And In Width From The Railway Embankment To Detlefsenstrasse. The Location Of The New Route Is Shown With Red Lines. The Planning Area Overlaps With The Surrounding Protected Areas Nsg Or Ffh Area Oderinsel Küstrin-Kietz (Colored Red) And Spa Area Mittlere Oderniederung (Hatched). 2. Description Of The Construction Project Project Name: B 1, Oderbrücke Küstrin Bridge Structure The Preferred Variant Provides For A Two-Span Girder Bridge Over The Entire River Floodplain. The Oder Riverbed Is Completely Spanned By A Field From The Abutment On The German Side To The Central Pillar On The Polish Side. The Portion Of The Structure Located On German Territory Includes An Abutment And A 57 M Superstructure. Roadway The B 1 Is Assigned To Connection Function Level Ii In The Planning Area According To The Guidelines For Integrated Network Design (Rin). The Expansion Parameters For The Road Section Outside A Town Thoroughfare Are Carried Out According To Design Class 2 Of The Guidelines For Country Roads (Ral), Here With A Total Width Of 11.50 M. The Area Between The Forced Points Of The B 1 Structure Over The Outfall Channel And The Planned Bridge Is Available For The Route Of The Ramp. Retaining Wall Because Of The Proximity To The Railway Embankment, The Road Embankment Of The B 1 Should Be Limited On The Northern Side By A Retaining Wall. Ancillary Facilities On The Southern Side, A Footpath/Cycle Path With A Width Of 3.00 M Is To Be Led Over The Oder Bridge. The Continuation Of This Facility To The Municipal Detlefsenstrasse Is Also Part Of The Planning. The Pedestrian/Cycle Path Route To Be Planned Is Part Of The R1 Cycle Path With A Connection To The Oder-Neiße Cycle Path. Set-Up Areas Should Be Arranged To Enable Entry Controls By The Federal Police. Junctions, Access Roads, Entrances The Geometry Of The Junction B 1/Detlefsenstrasse Should Be Checked And, If Necessary, Used As A Planning Document