GTR 109061623
Tenders Are Invited For Engineering Design Services For The Construction Of Civil Engineering Works – City Of Wolfenbüttel, Abw, North Of Auguststadt - Planning Of Traffic, Open-Air Facilities And Engineering Structures
ICB — International Competitive Bid
Closed
Western Europe
Tender Information
GTR Reference
109061623
Tendering Authority
Subscribe to view
Tender No
110214-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Engineering Design Services For The Construction Of Civil Engineering Works – City Of Wolfenbüttel, Abw, North Of Auguststadt - Planning Of Traffic, Open-Air Facilities And Engineering Structures
Bid Type
ICB — International Competitive Bid
Country
Subscribe to view
Geographical Region
Western Europe
Political Region
European Union,G20
Last Date of Bid Submission
16-03-2026
Closed
Work Detail
Engineering Design Services For The Construction Of Civil Engineering Works – City Of Wolfenbüttel, Abw, North Of Auguststadt - Planning Of Traffic, Open-Air Facilities And Engineering Structures. The City Of Wolfenbüttel Is Planning To Draw Up A Development Plan For The “Nördlich Auguststadt” Development Area. The Development Area Will Be Accessed Via Dr.-Kirchheimer-Straße In The South And Via Paul-Eyferth-Straße In The North. In Parallel To The Development Plan, The Engineering Office To Be Selected Carries Out Traffic Planning, Drainage Planning And Terrain Modeling In The Construction Area. The Planning Area Is Partly Located In The Designated Flood Plain (Üsg) Of The Oker. Furthermore, The Planning Area Is Located In An Area At Risk From Heavy Rain. A Hydraulic Report Is Available. During Terrain Modeling, The Terrain Is Elevated And The Terrain Is Flattened. These Factors Or Load Cases Must Be Taken Into Account When Planning The Drainage (Backflow Protection). The Public Traffic Area Is Approx. 3,300 M². The Terrain Modeling Amounts To: Approx. 3,300 M³ Terrain Flattening Approx. 11,000 M³ Terrain Elevation The Plan Area Is Crossed In A North-South Direction By A Dirt And A Rainwater Canal. The Alternative Study Of Maintenance Vs. Renewal Is Part Of The Planning. Dirty Water Drainage Takes Place Via An Existing Pumping Station On The Southern Edge Of The Planning Area. The Performance Of The Existing Pumps Must Be Checked. The Minimum Diameter For The Main Wastewater Sewers Is Dn 200 And For The House Connections Dn 150. The Rainwater Drainage Must Be Designed For A Rain Event N = 0.2. The Throttle Discharge Is 25 L/S. Retention Takes Place In Underground Storage Channels. The Minimum Diameter For The Rainwater House Connections Is Dn 150. Separate Retention Must Be Provided On Private Properties.
Key Value
Tender Value
Ref. Document
Tender Documents
Global Tender Document
9844f1cb-e58a-4761-9cbf-298f4d1a7a75.html
Attachments
Additional Details Available on Click
- Tendering Authority
- Publication Document (Tender Document / Tender Notice)
Disclaimer
We take all possible care for accurate & authentic tender information. However, users are requested to refer to the original Tender Notice / Tender Document published by the Tender Issuing Agency before taking any decision regarding this tender.