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Supervision of building work

Landestalsperrenverwaltung Betrieb E/M/UWE | Published December 29, 2016  -  Deadline February 2, 2017

Deichrückverlegung in the form of a new building of flood protection dike (HWD) Bennewitz Püchau, over a length of 3.2 km on the left side of the combined trough, as a two-zone dyke with homogeneous support body and filter prism on airside embankment, and construction of a 4.0 m wide airside dyke defense path.

Services of Objektplanung LP 8/9 and special services for the dike relocation in the form of a new building of flood protection dike (HWD) Bennewitz Püchau, over a length of 3.2 km on the left side of the United depression, and as a two-zone dyke with homogeneous support body Remove prism on airside embankment, and construction of a 4.0 m wide airside dyke defense path.

Services of the Local Supervision for Deichrückverlegung in the form of a new building of flood protection dike (HWD) Bennewitz Püchau, over a length of 3.2 km on the left side of the United trough, as a two-zone dyke with homogeneous support body and filter prism on airside embankment, and construction of a 4.0 m wide airside dyke defense path.

Services of ecological monitoring of construction for dike relocation for the construction of the flood protection dyke Bennewitz Püchau, over a length of 3.2 km on the left side of the United trough, as a two-zone dyke with homogeneous support body and filter prism on airside embankment, and construction of a 4, 0 m wide airside dyke defense path and the construction of a pumping station on Saubach.

Services of geotechnical external monitoring to Deichrückverlegung in the form of a new building of flood protection dike (HWD) Bennewitz Püchau, over a length of 3.2 km on the left side of the United trough, as a two-zone dyke with homogeneous support body and filter prism on airside embankment, and construction of a 4.0 m wide airside dyke defense path.

Architectural, engineering and planning services

Wasserwirtschaftsamt Deggendorf | Published December 17, 2016  -  Deadline January 26, 2017

Project planning engineering structures from power level 3 and planning of technical equipment from power level 3;

Procedure / Danube and Isar;

18 million EUR (total of 4 properties);

1,000,000 EUR (of 2 properties);

Honorary zone III and II, respectively minimums.

Based on the current level statistics, this equates to a hundred year floods.

The project touches the existing, through the return of the dikes Stoeger millstream

The existing dikes grant currently

30- to 50-year and thus after today's criteria for populated

Both polders are both Isar and through

Considering the high damage potential pose a high risk of flooding and a correspondingly high priority projects.

The project is a generally accepted engineering standards appropriate flood protection is made with respect to state, degree of expansion, stability, and ways of entertainment and defense.

Components / requirements of the planned flood protection are:

- The construction of flood protection dikes as second dyke line in back laid

5,000 m with connection to the existing dike Isar

Isar vkm 4 + 000 (double contactor) and the existing Danube embankment, Danube vkm

2277 + 500 (range State pile);

- The execution of four Sielbauwerken at intersections existing waters

the rear threaded dike route;

- The establishment of the pumping station Stoeger Mühlbach;

- The installation of a 20 kV overhead line (early intervention);

- The establishment of the pumping station Isarmünd 2;

- The implementation of compensatory measures (planning by independent landscape planning office).

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