Tenders Are Invited For Architectural, Construction, Engineering And Inspection Services - L23 Bü Einung, 1.Ba L386 - Construction Management, Local Construction Monitoring And Factual Examination Of The Supplements

Architectural, Construction, Engineering And Inspection Services - L23 Bü Einung, 1.Ba L386 - Construction Management, Local Construction Monitoring And Factual Examination Of The Supplements. 1.1. General Description The Measure Is Located In The State Of Brandenburg, In The Oder-Spree District, In The Municipality Of Grünheide (Mark). The Resident Automobile Manufacturer Has Commissioned A Changed Street Planning For The Planned Service & Logistics Expansion. This Northern Connection Of The Automobile Manufacturer Is To Be Carried Out As A Network Supplement Via The Planned L 386 Between The Freienbrink Nord Junction Of The Freiebrink Nord. Furthermore, Todays L23 Is To Be Led Over The Bahnstrasse Berlin - Frankfurt (Oder). Due To The Forecast Increase In Road Traffic, While Increasing Traffic On The Rail And The Associated Increase In The Barrier Closes, The L23 With The Berlin -Frankfurt (Oder) Route At The Fishing Lock And A Replacement By Means Of A Level -Free Crossing Is Required. The Present Study Includes The New Construction Of The L23 Para. 100 Km 1+250 To 1+985. Furthermore, The New Construction Of The Approx. 1 Km Eastern Section Of The L386 Is Part Of The Construction Work. The Construction Measure Of The L23 Runs From The Knot Kp05 (Approx. L386 Bau-Km 2+634.532) In A North As A Plan-Free Crossing Of The Berlin-Frankfurt Railway Line (Oder). For This Purpose, The Road Course Of The L23 In The Level Crossing Area Is Moved In An Eastern Direction. In The Course Of The Road Construction Measure, The Construction Of A Bw 1B Bridge Structure, A Support Wall Bw 1C, Two Infiltration Basins, As Well As The Construction Of Two Temporary Support Walls Bw 2 And Bw 1A Is Required. Furthermore, The Production Of A Supporting Structure Is Necessary For The Construction Of The Bw 1B. The Construction Of The Temporary Retaining Walls In Buildings 1A And 2 Is Required To Lead The Diversion In The Dam Structure Of The Bw 1B. The Temporary Retaining Walls Are Produced As A Sheet Piling And Dismantled After The Bridge Structure Is Built. The Construction Measure On The L 386 Extends From The Confluence Area Of ​​The Existing L23 To The Planned Building 3 Of The L 386. The L 23 Is Rebuilt Between The Hub With The L 386 And The Connection To The Inventory. In The Crossing Areas Of The Nodes 6 And 7, Additional Left -Hand Bending Strips Are Required In Sections. Over The Entire Expansion Length Of The L23, A Structurally Separate Walking And Bike Path In The Route To The Left Of The Road Is Led. The Existing Public Transport Stop At Fangschleuse Station Is Moved To The Newly Planned Fangschleuse Train Station. Until The Old Train Station Is Closed, The Bus Stops Must Be Maintained. From The Traffic Routing Point Of View On The Street, The Level Crossing Is To Be Maintained Until The Cross -Hour Crossing Is Carried Out. Intermediate Construction States May Be Required For A Partial Access And Full Closure Of The Respective Traffic Facilities. The Blanking Of The Road Overpass To The East Requires An E