Ww Schinne, Lot 3 - Settling Tank Tender in Germany - 139695407

Procurement Summary

Country: Germany

Summary: Ww Schinne, Lot 3 - Settling Tank

Deadline: 12 May 2026

Posting Date: 17 Apr 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 139695407

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) Public contracting authority (awarding body) Name and address: Wasserverband Stendal-Osterburg Am Bültgraben 5 39606 Hansestadt Osterburg (Altmark) Telephone: +49 3937/498742 Fax: +49 3937/498744 E-mail: [email protected] Internet: https://[email protected] b) Procurement procedure: Public tender, VOB/A Award number: WVSO 2026/015 c) Information on the electronic procurement process and the encryption and decryption of the documents Approved submission of offers electronically in text form with advanced/m Signature/Seal d) Type of order Execution of construction work e) Place of execution 39628 Schinne f) Type and scope of the service, if necessary divided into lots Type of service: Lot 3 - settling tank Scope of the service: Concrete construction work The strengths of the Concrete components result from the static calculation. The settling tank is made of concrete C 35/45, XC4, XF3, WF with high water penetration resistance on a 35 cm thick sub-concrete made of C 16/20 XC2. The w/c value is accordingly Component thickness must be taken into account. All construction joints must be designed to be tight against pressing flushing water (with metal joints). The individual components (floor plate, tank walls) of the settling tank must be manufactured monolithically in sections. A coating of the Earth-covered areas of the outer pool walls with a protective coating are not provided. To build the settling tank, the formwork and the installation of the 35 cm thick sub-concrete made of C 16/20 XC2 concrete are first required. Then the Reinforced base plate with crack reinforcement, base step for mud trap, 3% longitudinal gradient formed and concreted. During the concreting, the connecting reinforcements for the pool walls and the joint sealing must be installed. The outer and inner walls of the pool will be Concreted with visible formwork and pressure-water-tight construction joints, including the installation of a circumferential foundation earth electrode and HEA earthin...

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 Tender Notice