Retaining Wall Hst. Oberthalheim/Timelkam as Part Tender

• Country: Austria
• Summary: Retaining Wall Hst. Oberthalheim/Timelkam as Part of the Renovation of the Railway Crossing Km 3.294 - Construction of a Retaining Wall
• ATT Ref No: 140663992
• Deadline: 18 May 2026
• Financier: Self Financed
• Purchaser Ownership: Government
• Tender Value: Refer Document
• Notice Type: Tender
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• Description:
• Retaining wall Hst. Oberthalheim/Timelkam as part of the renovation of the railway crossing km 3.294 - construction of a retaining wall Information about the announcement: In the municipality of Timelkam, “Linzer Straße” (former B 1 Wiener Straße) crosses the ÖBB route at km 3.294 Vöcklabruck chambers. At a distance of just 100 m from the “Linzer Straße” railway crossing, the cycle and walking path (R6 Römerweg) crosses the tracks of the same ÖBB line at km 3.394. As part of the announced renovation of the railway crossing at km 3.294 (Linzer Straße) the railway crossing of the cycle path and footpath at km 3.394 will be abandoned. This requires a common crossing of “Linzer Straße” and the cycle path and footpath at km 3,294. For the realization of the common crossing Relocation of the cycle path and sidewalk along “Linzer Straße” into the embankment of the Vöckla is necessary. For this purpose, the construction of an angle retaining wall with a length of approx. 104 m is planned. Due to the slope of 60% to 80%, To ensure stability, the construction of a vertical, pile-founded construction is required. In order to transfer the load of the support reactions from the supporting structure into the subsoil, a force-fitting connection of the supporting structure is required the piles are essential. For this purpose, the piles must be integrated into a reinforced concrete structure (angle retaining wall). Furthermore, to ensure safety for pedestrians and cyclists against falls, a 1.20 m high roof must be installed Fall protection required according to RVS 15.04.21. The fastening requires the production of an edge beam made of in-situ concrete. The production of a stone set with a construction-related inclination of 2.5: 1 is due to the topographical conditions not possible. The maximum height of the stone set would be approx. 9.50 m, and the base would be in the area of ​​the hiking trail below. Master number:FN71396w Business...
• Documents:

 Tender Notice