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The Subject Of The Order Is The Reconstruction Of The Bridge In Boboluszki In The Design And Build Formula. The Investment Includes The Preparation Of Complete Design Documentation And Then, Based On It, The Implementation Of Construction Works Consisting In The Reconstruction Of The Bridge Structure Along The District Road No. 1220 O At Km 13+355 In Boboluszki. The Aim Of The Investment Is To Restore Full Operational Efficiency Of The Bridge Over The Opava River Damaged By The Flood In 2024. For This Purpose, A Renovation Of The Structure Should Be Planned, Consisting In The Reconstruction Of The Left Bank Abutment Together With The Extreme Span, Which Were Damaged As A Result Of The Foundations Being Washed Away. The Works Will Be Performed On Plots Or In The Vicinity Of Geodetic Plots: Opole Voivodeship, Głubczyce County, Branice Commune - Rural Area, Boboluszki Registration District, Plots No. 137, 274, 429 - Boboluszki District, And Plot No. 746 (Plot On The Side Of The Czech Republic) .In The Territory Of The Republic Of Poland, Works Will Be Carried Out Including: - Reconstruction Of The Bridge, Which Will Require Obtaining A Permit For Construction In Accordance With The Act Of 11 August 2001 On Special Rules For The Reconstruction, Renovation And Demolition Of Buildings Destroyed Or Damaged As A Result Of Natural Disasters (Journal Of Laws Of 2024, Item 1190, As Amended), - Reconstruction An Access Road Requiring At Least Notification In Accordance With The Act Of 11 August 2001 On Special Rules For Reconstruction, Renovation And Demolition Of Buildings Destroyed Or Damaged As A Result Of Natural Disasters (Journal Of Laws Of 2024, Item 1190, As Amended). In The Territory Of The Czech Republic, Works Will Be Carried Out Including Renovation And Ongoing Maintenance, In Accordance With The Agreement Between The Republic Of Poland And The Czech Republic Of June 9, 1998 And The Arrangements Made By The Ordering Party. The Scope Of The Task Includes: - Preparatory Works (Marking Out The Facility), - Demolition Of The Bituminous Surface With Insulation - Demolition Of Steel (Protective) Balustrades - Demolition Of Cornices - Demolition Of The Existing (Damaged Left Bank Abutment) - Demolition Of The Bridge Slab For The Extreme Span, - Dismantling Of The Supporting Structure Of The Extreme Span, - Reinforcing The Excavation With Steel Walls Tight, - Construction Of The Abutment Foundation, - Construction Of The Abutment Body With Wings, - Construction Of Reinforcement With Steel Sheet Pile Walls Of Pillar No. 1, - Installation Of The Load-Bearing Structure Of The Extreme Span, - Cleaning And Anti-Corrosion Protection Of The Steel Load-Bearing Structure, - Cleaning And Anti-Corrosion Protection Of The Concrete Surfaces Of The Supports, Pillars And Deck Slab, - Construction Of A Reinforced Concrete Deck Slab For The Span Extreme, - Execution Of Concrete Topping And Installation Of Welding Anchors On The Existing Bridge Slabs, - Construction Of Tr
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