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Published06/11/2024
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Deadline09/12/2024
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Today13/12/2024
Utilities
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Walkway and cycle path bridge over the Mühlbach - overall planning of civil engineering structures from LPH 5 (HOAI) and safety audit according to ESAS 2002 (audit phases 3 and 4a) Text automatically translated in your browsing language Automatically translated
The project site is located between the Sparbruck district of the city of Friedrichshafen in the southwest, Heiseloch in the north, the Bundesstraße B 31 neu and the Oberwiesenesch in the northeast and the Schnetzenhauser Esch in the south. In the northeast of the study area, the Mühlbach flows approximately parallel to the B 31 from northwest to southeast. The site lies on a slope sloping to the northeast, towards the Mühlbach, which merges into the Mühlbachaue. It drops from about 434 m asl in the southwest, near Sparbruck, to about 419 m asl in the northeast, at the Mühlbach. The Mühlbachsole is around 418.4 m asl. Between the Mühlbach and the B 31 new there is an economic path with unbound superstructure, to the east of the noise barrier of the B 31 new adjoins. Planned is the construction of a 500 m long footpath and cycle path, so-called Veloring, starting in the west in Sparbruck and ending at the B 31 new in the east, see Annex 1. The planned cross-sectional width of the Veloring is 9 m, of which 3.5 m are planned for the cycle path and 2.5 m for the sidewalk. The remaining 3 m are planned as green strips, border and central strips. The Veloring runs especially in the east on about 140 m length and on both sides of the Mühlbach in dam location with up to 0.8 m height above the surrounding terrain. In the other areas, the cycle path also runs largely in embankment, but with a low height of around 0.3 m. Due to the terrain topography, longitudinal inclinations of up to 7.0 % are planned. The planned superstructure of the cycle path and sidewalk can be taken from the standard cross-section. The total construction is 0.4 m each. A pavement with asphalt cover and a top layer without binder is planned for the pavement. East of the B 31 new runs from north to south the Mühlbach, which is to be transferred at station km 0+365 with a BRÜCKENBAUWERK (Mühlbach bridge). The Mühlbach Bridge is planned as a single-span girder with a length of 20 m and a total width of 8.5 m. The gradient of the bridge is planned on average at around 419.9 m asl and is thus about 0.8 m above the current terrain and about 1.5 m above the Mühlbachsole. The plans of the bridge are fully completed up to LPH (performance phase) 4 according to HOAI (fee regulations for architects and engineers) for the planning disciplines "engineering construction" and "structural planning". The subject of Lot 1 of the present procurement procedure is the continuation of the planning of the bridge structure starting with LPH 5 according to HOAI for civil engineering structures (§§ 41 et seq. HOAI) and for structural design (§§ 49 et seq. HOAI). The subject of the present procurement procedure of Lot 2 is the performance of the road safety audit (SA) in accordance with ‘Recommendations for the road safety audit’ (ESAS 2002) in audit phases 3 (design) and 4a (before traffic clearance) for the bridge structure. Text automatically translated in your browsing language Automatically translated
https://plattform.aumass.de/Veroeffentlichung/av23bac2-eu
https://plattform.aumass.de/Veroeffentlichung/av23bac2-eu
71000000 - Architectural, construction, engineering and inspection services
71320000 - Engineering design services CVP code deduced from the text of the procedure AI-generated
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