GTR 115848219
Tenders Are Invited For Repair Of The Right Flood Embankment Of The Vistula River On The Section From Km 34+270 To Km 38+350 In The Town Of Maniów, Commune. Szczucin District Dąbrowski - Stage Ii.
ICB — International Competitive Bid
Closes Aug 04, 2026
central europe
Tender Information
GTR Reference
115848219
Tendering Authority
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Tender No
K.ROZ.270.2.88.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Repair Of The Right Flood Embankment Of The Vistula River On The Section From Km 34+270 To Km 38+350 In The Town Of Maniów, Commune. Szczucin District Dąbrowski - Stage Ii.
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
04-08-2026
Work Detail
The Subject Of The Order Is The Implementation Of Construction Works As Part Of The Task Titled: Repair Of The Right Flood Embankment Of The Vistula River On The Section From Km 34+270 To Km 38+350 In The Town Of Maniów, Szczucin Commune, Dąbrowa District - Stage Ii. The Order Includes The Execution Of The Construction Works Specified Below, Consisting In The Renovation Of The Right Embankment Of The Vistula River At Kilometer 34+270-36+050 For The Basic Part Of The Order And, As Part Of Its Option Right, The Renovation Of The Embankment Of The Vistula River At Kilometer 36+050-36+250 In The Town Of Maniów. The Scope Of Planned Construction Works To Be Carried Out As Part Of The Basic Task And Its Options Includes, Among Others: 1. Preparatory Works (Possibly Strengthening Access Roads And Securing Them And, If Necessary, Construction Of Temporary Technological Roads, Organization Of Construction Facilities, Supply Of Energy And Water For The Duration Of Construction Works);2. Removing The Topsoil Layer Within The Scope Of The Planned Earthworks Of The Embankment Body And Depositing It Along The Waterside Slope Or Embankment Shelf;3. Dismantling A Fragment Of The Embankment Body In Accordance With Detailed Sections (Up To 50 Cm Thick Of The Embankment Body) Along With Depositing Soil Along The Foot Of The Water Slope Or Embankment Shelf;4. Compacting The Shaft Body Mechanically To The Required Compaction (E.G. With Vibrating Rollers);5. Sealing The Embankment With An Anti-Filtration Barrier In The Axis Of The Embankment Crown Using Cdmm Technology, Depth 12 M, Width Min. 0.4 M;6. Completing The Embankment Body To The Designed Grade Of The Embankment Crown, Including Compacting It To The Required Density And Profiling The Slopes To The Designed Slopes;7. Construction Of Strengthening Of Water And Air Slopes And The Crown;8. Renovation Of Embankment Crossings (Demolition Of Existing Road Slabs And Installation Of New Ones);9. Land Development, Including Possible Demolition Of The Temporary Road.
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