Tenders Are Invited For Construction Work For Water Projects-Arc-24-0037 Sigmallan Dijkwerken In Wetteren Kwatrecht Zone 2 And 4

Construction Work For Water Projects-Arc-24-0037 Sigmallan Dijkwerken In Wetteren Kwatrecht Zone 2 And 4. Along The Right Bank Of The Scheldt In Kwatrecht, Wetteren Will Occur Instability. The Existing Banks Sink And Slide Down. The Main Cause For These Instability Can Be Found In The Presence Of Merelbekes Member. This Is A Weak Clay Layer Which Is A Few Meters Thick On Parts Of The Right Bank. The Works Are Situated In 2 Distinct Zones As Descended Below On The Aerial Photos: - Zone 2: From Company Kennof To Kwatrechtsteenweg 108 - Zone 4: From Earthken To Zuiderdijk 25 The Stabilization Consists Of On The One Hand In The Introduction Of Steel Profiles To It Stabilizing Slope And On The Other Hand To Renew The Erosion Protection Of The Toe And The Banks Of The Slope. This So -Called Vernaging Ensures That More Sliding Resistance Is Added In The Potential Sliding Surfaces, Which Ensures An Increase In Global Safety With Regard To Slipping. The Horror With Discreet Posts Has The Additional Advantage That The Groundwater Flow To The Scheldt Is Not Prevented. In Addition To Stabilization, A Siggulling Must Also Be Installed Up To 8M Taw To Prevent Flooding In The Event Of Storm Tide. For This, The Existing Flood Defense Must Be Increased From Approximately 7.5M Taw To 8.0M Taw. Furthermore, The Construction Of A Concrete Jetty At The Level Of The Kennof Company Is Connected To The Public Road And The Company Itself.