Procurement Summary
Country: Germany
Summary: Replacement New Building Bw 3A, Anton-Günther-Strasse Bridge over the Auerbauer Dorfbach
Deadline: 08 May 2026
Posting Date: 20 Apr 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 139810343
Document Ref. No.:
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
Purchaser's Detail
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Tender Details
a) Client: Official name: Auerbach municipality; Street, house number: Hauptstraße 83; Postal code: 09392; Location: Auerbach; Country: DE; Telephone: +49 37212606-112; Fax: +49 37212606-230; Internet address: www.auerbach-erzgebirge.de; E-mail: [email protected] b) Type of award: Public tender c) Offers can only be submitted electronically. d) Type of order: Construction contract as a standard price contract e) Place(s) of execution: Postal code: 09392; Location: Auerbach; Country: DE f) Art and scope of the service: The construction work involves the replacement of the building BW 3a, Anton-Gnther-Straße bridge over the Auerbacher Dorfbach in Auerbach in the Erzgebirge (corrugated steel pipe with jaw cross-section L/H/W approx. 2.48 x 1.79 m, Cross-sectional area approx. 3.47 m², circumference approx. 6.72 m, sheet thickness approx. 3.50 mm). The tendered services include the dismantling of the existing bridge structure, the construction of the new bridge structure with corrugated steel pipes and self-supporting end walls Reinforced concrete (width 0.50 m, height inlet 2.79 m / outlet 2.96 m, length 2.53 m) and wing walls (wall shaft approx. 0.95 m, width at the base of the wall approx. 1.35 m, lengths approx. 1.02 - 6.21 m, height from the top of the stream bottom approx. 1.55 m to 1.80 m), the hydraulic and natural design the river bed as well as the necessary earthworks, dewatering, road construction and landscaping work. The new structure is designed as a corrugated steel pipe with a mouth cross-section, which crosses the Auerbacher Dorfbach at an angle of approx. 78 gon. The input and Outlets of the corrugated steel pipe connect at right angles. Wing walls and end walls are provided upstream and downstream. The downstream wing walls, like the front walls, are approx. 30 cm thick. The upstream wing walls preserved no natural stone veneer. The cross section of the sole is trough-shaped. Hydraulic stones are placed in fresh concrete at the bottom of th...
Documents
Tender Notice