This tender is from the country of Germany in Europe region. The tender was published by Weser-Ems Halle Oldenburg GmbH Co KG on 22 Sep 2025 for Waser -ems halle - renovation kramermarkt site 2 ba On the part of the Weser-Ems-Halle Oldenburg GmbH Co KG it is planned to carry out the 2nd construction phase of the renovation of the Kramermarkt area P3 Surfaces The existing paving attachments are to be recorded including on -board systems and the recovery The existing gravel surface must also be recorded and disposed of or if possible reuse as filling material The new roadway and the parking spaces are equipped with a H-shape Verbonstone pavement 20 16 5 10 cm without chamfer Tiefing is used as a border of 25 10 cm as the edge of the road For drainage 2-row channels are produced 16 16 14 cm Earthwork Immediately after the surfaces have been picked up test fields must be produced in consultation with the construction overwa These are to be erected in different depth layers with un-different structures and checked with static platform attempts According to this series of experiments the depth of the compartment and the extensive structure are determined with the basic building appraiser The profile is then removed from the floor in the specified depth of expansion The floor of the H1 homogeneous area is to seven and after the intermediate storage again to be installed as a filling sand The stones foreign substances and the building rubble sieved must be collected in heaps and examined in terms of waste If the soil of the homogeneous area H 2 and H 4 is cut when it comes out it must be collected in Haufwerke and also to be sampled In accordance with the analysis results the Hauffwerke must then be used to use the AN The soil analyzes are organized in coordination with the construction management For the implementation of the sample frames and the analyzes the AG is to commission a laboratory approved in accordance with the coat regulation After the soil removal the planned production and compression of the new upper building takes place to the new level and the required degree of compression Channel construction street processes In the area of the 2nd phase of construction the existing marked RW channel made of concrete pipes DN 300 - DN 800 must be recorded and the use of the AN The existing shaft structures must be canceled accordingly All existing connection lines to the rain sequences must be absorbed and disposed of According to the planning the new mixed water canal must be produced as a storage space channel from PP to DN OD 630 For the new road drainage road drains are installed 30 50 cm with odor lock and connected to the mixed water canal The connection lines are laid with PP pipes DN OD 160. The last date to submit your bid for this tender was 28 Oct 2025. This tender is for the companies specializing in Construction work and similar sectors.
*The deadline for this tender has passed.
Tender Organisation:
Weser-Ems Halle Oldenburg GmbH Co KG
Tender Sector:
Tender Service:
Worldwide
Tender Region:
Tender Country:
Tender CPV:
45000000 : Construction work
Tender Document Type:
Tender Notice
Tender Description:
Waser -ems halle - renovation kramermarkt site 2 ba On the part of the Weser-Ems-Halle Oldenburg GmbH Co KG it is planned to carry out the 2nd construction phase of the renovation of the Kramermarkt area P3 Surfaces The existing paving attachments are to be recorded including on -board systems and the recovery The existing gravel surface must also be recorded and disposed of or if possible reuse as filling material The new roadway and the parking spaces are equipped with a H-shape Verbonstone pavement 20 16 5 10 cm without chamfer Tiefing is used as a border of 25 10 cm as the edge of the road For drainage 2-row channels are produced 16 16 14 cm Earthwork Immediately after the surfaces have been picked up test fields must be produced in consultation with the construction overwa These are to be erected in different depth layers with un-different structures and checked with static platform attempts According to this series of experiments the depth of the compartment and the extensive structure are determined with the basic building appraiser The profile is then removed from the floor in the specified depth of expansion The floor of the H1 homogeneous area is to seven and after the intermediate storage again to be installed as a filling sand The stones foreign substances and the building rubble sieved must be collected in heaps and examined in terms of waste If the soil of the homogeneous area H 2 and H 4 is cut when it comes out it must be collected in Haufwerke and also to be sampled In accordance with the analysis results the Hauffwerke must then be used to use the AN The soil analyzes are organized in coordination with the construction management For the implementation of the sample frames and the analyzes the AG is to commission a laboratory approved in accordance with the coat regulation After the soil removal the planned production and compression of the new upper building takes place to the new level and the required degree of compression Channel construction street processes In the area of the 2nd phase of construction the existing marked RW channel made of concrete pipes DN 300 - DN 800 must be recorded and the use of the AN The existing shaft structures must be canceled accordingly All existing connection lines to the rain sequences must be absorbed and disposed of According to the planning the new mixed water canal must be produced as a storage space channel from PP to DN OD 630 For the new road drainage road drains are installed 30 50 cm with odor lock and connected to the mixed water canal The connection lines are laid with PP pipes DN OD 160
Tender Bidding Type:
Tender Notice No:
Tender Document:
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