New Building Rrb Murkenbach

GermanyTenders notice for New Building Rrb Murkenbach. The reference ID of the tender is 117672031 and it is closing on 15 May 2025.

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Tender Details

  • Country: Germany
  • Summary: New Building Rrb Murkenbach
  • DET Ref No: 117672031
  • Deadline: 15 May 2025
  • Competition: ICB
  • Financier: Self Financed
  • Purchaser Ownership: Public
  • Tender Value: Refer Document
  • Notice Type: Tender
  • Document Ref. No.: 241594-2025
  • Purchaser's Detail :
  • Purchaser : EQUAL COMPANY CITY DRAINAGE BOEBLINGEN_RRB MURKENBACH
    Address: station passage 2

    Town: Boeblingen

    NUTS code: DE112

    Postal Code: 71034

    Attn:-

    Phone: +49 7031-14

    Fax: +49 7031 -...
    Email :service@stadtentwaesserung-bb.de
    URL :https://www.stadtentwaesserung-bb.de/

  • Description :
  • New building RRB Murkenbach
    Title: New building RRB Murkenbach
    Description: In the past, heavy rain in the area of ​​Achalmstrasse, Reussensteinstrasse and Boslerstrasse has often occurred. For this reason, the in -house company is planning city drainage in Boeblingen on the urbanTraditional piece 557/2, a green area between Schoenaicher Strasse in the south, Achalmstrasse in the north and the traffic training area in the east, the construction of a central system for rainwater retention, the Murkenbach rain retention basin. The subject of this award procedure is the construction workof the special civil engineering, for the shell and the expansion / technical equipment of the rain retention basin. The planned rainwater retention basin is provided as a monolithic location concrete structure with a length of 70.0 m, a width of 25.0 m and an average storage depth of 3.5 m. It should be aProvide the retention volume of 6,000 m3. In addition to the storage chamber, a separation structure, a throttle structure, a pelvic overflow structure with DN 900 relief duct and a operating room for switching and control technology are intended. The foundation of the
    building is flat on a decomposed sandstoneplanned. To ensure the load-bearing capacity of the base plate, a 30 cm thick filter layer made of compacted brew grain of the grain group 20/80 mm must be inserted, which is protected with a geotextile fleece (GRK 3) and a cleanliness layer made of concrete (C12/15). The construction pit is supposed to be through arueckve...
  • Documents :
  •  Tender Notice

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