Tenders/Drainage channel work
Awarded🇩🇪GermanyWorks

Drainage channel work

Auto-translated from German
Original title: Entwässerungskanalarbeiten
Immobilien Bremen - Eigenbetrieb der Stadtgemeinde Bremen
Published: Mar 13, 2025
Updated: Aug 9, 2026
Source: TED - Tenders Electronic Daily (EU)

About This Opportunity

Translated

This tender concerns drainage channel works, specifically focusing on the excavation and installation of pipes for a sewage system. The scope of work includes excavating trenches according to DIN 18300 standards, with provisions for side-casting of excavated material and maintaining a protective strip adjacent to the excavation. A protective layer must be left in place as per DIN 18300, section 3.10.3, and removed only immediately before pipe installation. The contractor is responsible for ensuring the evenness and gradient of the trench base. Prior to commencing work, the contractor must consult the latest cable and pipe route plans provided by the site management to prevent damage to existing utilities. Any exposed cables or pipes must be secured appropriately. Following pipe laying and approval, the trenches are to be backfilled in layers of no more than 50 cm using suitable excavated material, ensuring proper compaction. The pipe trenches are intended for the installation of KG pipes, requiring a minimum earth cover of 0.80 m and a clear base width as per DIN EN 1610. This includes excavating sufficient width for connections, junctions, and manholes as per drawings, and removing any stone obstructions up to 60 cm in diameter. The soil classes for backfilling within the pipe trenches are specified as Layer 1: Backfill - Homogeneous Area A, and Layer 2: Loess soils - Homogeneous Area B, according to the provided soil report. Trench construction must adhere to accident prevention regulations and DIN 18303. After pipe installation, the pipe zone (bedding 0.10 m / cover 0.30 m) must be backfilled and compacted with fine sand according to DIN 18300. The compaction must achieve a minimum deformation modulus EV2 of 60 MN/m² for the specified soil class, verified by tests such as a Künzel probe or plate load test. The exact locations for these measurements will be determined by the project planner and the client. The required compaction degree is at least Dpr 97%. Potential additional costs for necessary...

This is a works contract in the construction and civil works and water and sanitation sectors, with a focus on Roads, Wastewater and Drainage. Located in Germany, Europe, this opportunity is open to firms and consortiums.

Published through TED - Tenders Electronic Daily (EU), a national government procurement portal. Public procurement tenders follow the country's national bidding regulations and may have specific eligibility and documentation requirements for civil works in the construction and civil works sector. Works contracts of this nature generally require demonstrated experience in similar infrastructure projects, adequate equipment and technical personnel, and financial capacity including bank guarantees. This contract has already been awarded. The information is published for transparency and market intelligence purposes.

Description

Auto-translated from German

- Excavate, temporarily store excavated material on the side. - The soil must remain load-bearing next to the excavation pit with a protective strip free of load. - According to DIN 18 300, section 3.10.3, leave a protective layer and remove it only immediately before installing the pipes. - Create evenness and slope of the base. - Before commencing work, the contractor must consult the latest valid cable and pipe route plans at the construction management to avoid damage. - Exposed cables or pipelines must be secured accordingly. - After completing the pipe laying work and receiving approval of the line, taking into account the already incorporated sand quantities, backfill with the usable excavated soil in layers of a maximum of 50 cm and compact properly according to regulations. Excavate pipe trenches for laying KG pipes (min. 0.80 m earth cover) and with a clear base width according to DIN EN 1610 according to plan, including inspection pits for connections and tie-ins of sufficient width according to the drawing and specifications, and remove any existing stone obstacles up to 60 cm in diameter. Soil class: Soil remaining in the area of the pipe trenches according to DIN 18300:2016-09 Layer 1 Backfill: Homogeneous area A Layer 2 Loess soils Homogeneous area B according to the attached soil report. The pipe trench must be constructed in accordance with accident prevention regulations or DIN 18303. After laying the pipes, the pipe zone (support 0.10 m / crown cover 0.30 m) must be backfilled and compacted with fine sand according to DIN 18300. The compaction must be carried out in such a way that a deformation modulus EV2 of at least 60 MN/m² is achieved for the existing soil class ¤. This value must be proven for acceptance through checks using a Künzel probe or a plate load test. The exact locations of these measurements will be specified by the design engineer together with the client. The required degree of compaction is at least Dpr 97%. Possible over-excavations of up to 20 cm, possible intermediate transport of excavated soil - if the soil cannot be stored on the side - to the storage area and back, or when working "head-on" - along the pipe trench, the provision of all equipment, the necessary ancillary work, and the construction and backfilling of the pipe trench in several individual sections must be taken into account accordingly. Note: Shoring type according to DIN 4124 at the contractor's choice. Corresponding voids must be eliminated by suitable measures (grouting, dams, lightweight cellular concrete).

Data provenance

This notice is sourced from TED - Tenders Electronic Daily (EU) and was originally published on March 13, 2025. Last refreshed 14 days ago. Original language: German. BidsFactory mirrors official procurement notices and links back to the source for full legal text.

About Immobilien Bremen - Eigenbetrieb der Stadtgemeinde Bremen

Immobilien Bremen - Eigenbetrieb der Stadtgemeinde Bremen has issued 83 procurement notices on BidsFactory, including 17 currently open and 19 awarded contracts. Activity concentrates in Construction & Civil Works, Information & Communication Technology, and Architecture & Engineering Services. All notices are published for Germany. Notices are distributed via DÖE Bekanntmachungsservice (Germany) and TED - Tenders Electronic Daily (EU). Most recent publication: August 20, 2026.

Frequently asked questions about this tender

Who is the contracting authority?

This notice was issued by Immobilien Bremen - Eigenbetrieb der Stadtgemeinde Bremen in Germany. The authority is responsible for evaluating bids, awarding the contract, and managing performance.

What type of contract is this?

This is a Works contract in the Construction & Civil Works sector. The classification helps bidders match the opportunity to their qualifications and registered scope of supply.

Where will the contract be performed?

The contract is for delivery in Germany. Foreign bidders should review local registration, taxation, and any in-country presence requirements before submitting.

How can I submit a bid?

Visit TED - Tenders Electronic Daily (EU) to access the full notice, required documents, and submission instructions provided by the contracting authority.

Is this tender still open?

No — the contract has already been awarded to Ernst Petershagen GmbH & Co. KG. The award notice is archived on BidsFactory for transparency and market intelligence.

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Key Details

Contract Type
Works
Eligibility
Firms / Consortiums
Language
German

Source

ted
TED - Tenders Electronic Daily (EU)
Public Procurement

Contracting Authority

Immobilien Bremen - Eigenbetrieb der Stadtgemeinde Bremen
🇩🇪Germany

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