Tenders Are Invited For Architectural, Construction, Engineering And Inspection Services - L386 Network Supplement Building 8 - Bahnhof Access - Senior Construction Management, Local Construction Supervision And Security And Health Coordination

Architectural, Construction, Engineering And Inspection Services - L386 Network Supplement Building 8 - Bahnhof Access - Senior Construction Management, Local Construction Supervision And Security And Health Coordination. 1.1. General Description In The Course Of The Resettlement Of The Tesla Industrial Location, A New State Road (L 386) Is Built In A Dam Location From A 10 A 10 Motorway To The Existing State Road L 23. At Bau-Km 0+495.107, The State Road Crosses Access (Building 8) To The Newly Built Train Station Fangschleuse Of Db Ag. The Railway Embankment And The Train Station Are Located North Of The State Road. This Measure Is Part Of The Establishment Of The L 386 By The State Roads. The New Bridge Structure For Passenger Underpass Is Built As A Flat, Open Frame In Town Concrete Construction. The Structure Consists Of Two Sub -Structures, Which Are Separated From Each Other By A Room Joint In The Middle Of The Building. The Second Part Of The Station Access Is Built By Deutsche Bahn. The Person Underpass Connects The Southern Forecourt And The Fangschleuse Train Station From The Optical And Use Of Use, Which Is Why The Following Specifications From The Design Concept Were Implemented In Terms Of Planning: - South O Ordering Of A Recovery On The Southern Superstructure Of The Backlit (Station Fishing Lock) O Peaculation Of The Surface Under Construction Of Inclined Wings (In The 40 ° Angle Too Bw -Achse) O Axle Expansion Of The Light Cross -Section - Blessing With Masonry On The Inside Of The Abutment To The Voutes As Well As On The Uptake And The Ceiling And Slanted Wings South - Embedded Ceiling Lights On The Underside Overbuilding The Main Dimensions Of The Bw 08: The Following Technical Parameters For The New Structure: - Type: Stamiler Concrete Frame - Traffic Load 1 - Support Width: 18.10 M - Light Width: 16.70 M - Intersection Angle: 98.86 Gon - Width Between Railings: 44.60 M - Bridge Area: 807.3 M2 1.2. Statements On The Monitoring Construction Measure The Building 08 Is An Underpass, Which Is Trained As A Reinforced Concrete Frame Construction. The Interior Walls Of The Person Underpass Should Receive A Clinical Blind. The 4 To 5 M Deep Construction Pits Must Be Secured By Embankments. The Backfill Of The Retention Must Be Carried Out Before Concreting. The Remaining Back Filling Takes Place To The Top Edge (Ok) Of The Protective Concrete. The Construction Of The Building Is Carried Out In A Separate (Route Construction). The Building Is Founded Flat, The Grown Sands Form A Well -Viable Building Ground With A Low Tendency To Settle In The Natural State. The Following Settings Are To Be Expected: - Evidence In The Border State Of The Load Capacity: O Possible Settings :? Sm = 1.00 Cm - Proof In The Border Condition Of The Usability: O Probably Settings :? Sm = 0.50 Cm The Permissible Floor Pressing Is 360 Kn/M² In Coordination With The Basic Building Assessor. The Groundwater Level Is Approx. 33.20 M Above Sea Level And Thus Approx. 1.0 M Below The Uk Foundation At The Lowest Point. The Construction Pits Must Be Removed By The Ag Building Assessor. Between The Foundations And The A

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