GTR 109851614

Tenders Are Invited For Canal Locks Construction Work – Replacement Of The Large Rodde Lock Including Adaptation Of The Outer Harbors: Construction Phase 3 – Upper Outer Harbor

ICB — International Competitive Bid Closed Western Europe
Tender Information
GTR Reference
109851614
Tendering Authority
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Tender No
146181-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Canal Locks Construction Work – Replacement Of The Large Rodde Lock Including Adaptation Of The Outer Harbors: Construction Phase 3 – Upper Outer Harbor
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Western Europe
Political Region
European Union,G20
Last Date of Bid Submission
03-06-2026 Closed
Work Detail
Canal Locks Construction Work – Replacement Of The Large Rodde Lock Including Adaptation Of The Outer Harbors: Construction Phase 3 – Upper Outer Harbor. The Scope Of Services For The Essential Construction Work Of Construction Phase 3 (Ba 3) At The Rodde Site Is Listed Below: - Approx. 1,500 M Construction And Maintenance Of Vacuum Systems With Flushing Filter Lances Or Gravity Filters - Approx. 145,000 M³ Of Soil Excavation (Wet And Dry) - Approx. 5,000 M³ Of Soil Installation (Wet And Dry) - Approx. 25,500 M² Expansion Of Area Security - Approx. 37,500 M² Installation Of Sealing And Revetment On The Bottom And On Embanked Banks - Deliver Approx. 470 T Of Steel Sheet Piles - Produce Approx. 3,300 M² Of Sheet Piling Including 65 Round Steel Anchors For Anchoring The Bank Sheet Piling - Approx. 150 M² Are Pulled And 400 M² Are Separated From Steel Sheet Piles, Partly Under Water - Approx. 1,500 M Dismantling Of Vacuum Systems With Flushing Filter Lances Or Gravity Filters The Ba 3 Rodde Also Includes The Following Main Services At The Bevergern Site: - Approx. 360 M Construction And Maintenance Of Vacuum Flushing Filter Systems - Approx. 110 M² Expansion Of Embankment Protection - Approx. 135 M³ Soil Excavation (Wet) - Approx T Supply Steel Sheet Piles - Create Approx. 500 M² Of Unanchored Steel Sheet Piling Box Including Bracing - Approx. 500 M² Dismantling Of Steel Sheet Pile Walls - Approx. 625 M³ Installation In The Ground (Wet) - Approx. 250 M² Of Base Protection With Clay Seal - Approx. 200 M² Of Embankment Protection - Approx. 360 M Of Dismantling Of Vacuum Flushing Filter Systems - Introducing An Additional Reed Dolphin - Working The Sole Into The Stock
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Ref. Document
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