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Retaining Wall at P.P.No. 219/6, 875/3, 903, C.Ú. Tender - 141223487

The THE VILLAGE OF MOLDAVA IN THE ORE MOUNTAINS has issued a Tender notice for the procurement of a Retaining Wall at P.P.No. 219/6, 875/3, 903, C.Ú. Moldova in the Czech Republic. This Tender notice was published on 14 May 2026 and is scheduled to close on 25 May 2026, with an estimated Tender value of Refer Document. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 141223487, while the tender notice number is and Registering on the platform.

Procurement Summary

Country: Czech Republic

Summary: Retaining Wall at P.P.No. 219/6, 875/3, 903, C.Ú. Moldova

Deadline: 25 May 2026

Posting Date: 14 May 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 141223487

Document Ref. No.:

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

Purchaser's Detail

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Tender Details

Subject of the order: This is a change of the completed building. The existing retaining wall is statically disturbed, which poses a risk of its collapse. For this reason, it is necessary to carry out "renovation" and sanitation. The structure will serve as a retaining wall and is permanent. Suggested parameters buildings: built-up area: 4.9 m², length of the retaining wall: approx. 40.5 m, height of the retaining wall from the ground: approx. 0.14-1.8 m. The retaining wall will be made of prefabricated L-shaped reinforced concrete elements with a height of 0.55-2.05 m, the corresponding base plate with a width of 0.40-1.50 m and a length of 0.99 m or 0.49 m. The parts will be made of concrete of class C30/37 - XC4, XF4 and will be reinforced with concrete reinforcement of class B500B. The face of the prefabricated parts of the retaining wall will be made in visual quality in class PB2. The foot of the retaining wall will be drained by a covered drainage pipe geotextile, which will be brought out at the lowest point of the retaining wall into the drainage pit. The trench for drainage in the first level will be lined with geotextile 200 g/m² and then filled with gravel fraction 16-32 mm. PVC drainage pipes, flexible, with a diameter of 100 mm in, will be installed drop min. 0.5%. The green area in front of the newly built wall towards the road will be re-asphalted. The transport solution remains the same. Excavated material will be used to level the terrain around the structure and embankment. The subject of the contract is specified in more detail in Annex No. 4 and Annex No. 5 of this procurement documentation. CPV subject: Construction work Bearing walls

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