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Construction Work For Waterways – Fairway Adjustment Berliner Nordtrasse Lot 2 - Uhw Süd, Uhw-Km 1.288 To Uhw 4.300 And Sow-Km 0.078 To Uhw-Km 0.057. The Wna Berlin Is Planning To Adapt The Fairway With Structural Measures On The Banks Of The Lower Havel Waterway (Uhw) From The Mouth Of The Spree To The Widening Of The Havel At The Pichelsdorfer Gmünd. The Following Sections Are The Subject Of The Construction Project: • Krowelstrasse Berth (Uhw-Km 1,288 To Km 1,510 - West Bank) • Berth With Integrated Dangerous Goods Berth (Uhw-Km 1,571 To Km 1,869 - West Bank) • Alte Havel Sheet Pile Wall (Uhw-Km 1,904 To Km 2,144 - West Bank) • Tiefwerder Shallow Water Zone Meadows (Uhw-Km 2,152 To Km 2,349 - East Bank) • Sheet Pile Wall In Front Of Götelstrasse (Uhw-Km 2,216 To Km 2,397 - West Bank) • Base Fortification At Grimnitzgraben Waiting Point (Uhw-Km 2,399 To 2,604 - West Bank) • Shallow Water Zone Grimnitzgraben (Uhw-Km 2,726 To Km 2,806 - West Bank) • Shallow Water Zone Pichelsdorf (Uhw-Km 2,967 To Km 3,332 - West Bank) • Shallow Water Zone Pichelsdorfer Gemünd (Uhw-Km 3,639 To Km 3,969 - East Bank) • Channel Deepening - Bed Dredging (Uhw-Km 1,288 To Km 4,300) • Sheet Pile Wall Berth Restaurant Ship (Sow-Km 0.075 - South Bank To Uhw-Km 0.057 - East Bank) The Following Essential Services According To Ztv-W Are To Be Carried Out: Lb 202 - Technical Processing Lb 203 - Subsoil Development And Drilling Work Lb 204 - Construction Site Setup/Clearance Lb 207 - Landscaping, Explosive Ordnance Detection/Clearance Surveying Services Services According To Baustellv Lb 205 - Earthworks Lb 206 - Dredging Work Lb 210 - Slope/Bottom Protection Lb 214 - Sheet Piles, Piles, Anchorings Lb 215 - Hydraulic Structures Made Of Concrete And Reinforced Concrete Lb 217 - Equipment For Hydraulic Structures Lb 218 - Corrosion Protection In Steel Hydraulic Structures Other Services: • Sampling And Analysis (Barge-By-Barge) • Grid Field Sampling • Transport By Waterway To The Waste Disposal/Transshipment Point • Adaptation Of Third-Party Structures: Three Outlet Structures And Two Manholes With Dn 300-900 Stz/B In Open Construction Including Connection To New Sheet Pile Wall The Following Main Quantities Are To Be Implemented Structurally: • Approx. 1,100 M² Of Sheet Pile Wall, Pull, Dispose Of • Approx Shorten With A Separating Cut, Dispose Of • Approx. 1,570 M Of Sheet Piling, Burn Down, Dispose Of • Approx. 2,400 M3 Of Soil Loosened And Temporarily Stored • Approx. 29,310 M3 Of Wet Dredging Work Including Interim Storage On Barges • Approx. 114,270 T Transport To The Disposal Company By Water • Approx. 4,500 M3 Transport Within The Construction Site By Water • Approx. Dismantle 13,000 M² Of Revetment • Install And Compact Approx. 17,640 M³ Of Soil • Deliver Approx. 4,310 T Of Sheet Pile Walls • Install Approx. 26,890 M² Of Sheet Pile Walls • Produce Approx
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