Demolition, Site Preparation And Clearance Work – Dismantling Of The Shell Of Neumannsgasse 2 In 10178 Berlin. This Construction Description Includes The Following Work For Trade 2: -Preparatory Work And Construction Site Setup Including Setting Up Crane Installation Areas. -Accompanying Security Work At The Construction Site Boundaries, In The Travel Corridors And Installation Areas Of Construction Machinery. -Professional Selective Dismantling Of The Shell Bt Iv-Vii And The Remaining Foundations Bt Viii, Including Connectors/Bridge Construction, Up To The Gok Including The Basement Ceilings According To A Specified Demolition Sequence Using A Combination Of Crane-Guided Dismantling (Applies To Facade Panels, Bridge Construction And, If Necessary, Load-Bearing Components Adjacent To Existing Buildings ), Dismantling With A Long-Front Excavator / Hydraulic Excavator Or Comparable, Partial Manual Dismantling (Concerns Walls On Adjacent Building Structures That Need To Be Preserved And Mineral Partition Walls) Including Moving Crane Installation Areas. -Separation According To Building Materials (Concrete, Brick, Mixtures Of Concrete, Brick, Tiles And Ceramics, Metal And Others). Provision For Sampling And Declaration According To The Construction Schedule In Appendix 5. -Continuous: Remediation Of Residual Pollutants (E.G. Concerns Kmf Adhesion On Facade Panels To Be Dismantled, Previously Inaccessible Barrier Paths And Barrier Coatings) -Continuous: Coarse Crushing Of Mineral Building Materials Using Attached Demolition Pliers. -Closing The Cellar Pits With Mineral Filling Materials (Crushed Broken Concrete From Dismantling, Coarsely Crushed) In The Sense Of Building A Working Level For Construction Machinery. Dismantling + Shoring Including Dismantling Of Bridge Construction. -Construction And Provision Of Shoring Elements Along The North-Eastern Demolition Boundary To Archaeological Monuments (Bdk) On Bt Iv. -Sectional Excavation Of The Mineral Filling Masses In The Cellar, Dismantling Of The Cellar Walls, Cellar Soles And Foundations In An Excavation Pit Secured By Shoring (Bt Iv, East Side) Or With Cellar Wall Sections To Be Preserved (Bt Iv To Bt Vi) Using A Hydraulic Excavator. -Construction-Related Explosive Ordnance Detection During All Ground-Encroaching Excavations (Mandatory, To Be Provided By The Contractor). However, There Is No Concrete Evidence Of A Threat From Explosive Ordnance. This Probably Affects Searches In The Sidewalk Area, Deep Clearance Of Debris In The Entire Courtyard And Deep Clearance Of The Foundations Under The Floor Slabs Of The Buildings. -Execution Of Searches For The Route Of The Pipeline, The Location Of The Underground Facilities Of The 3 Emergency Exits To Neumannsgasse And Brüderstraße, The Location Of The Foundations, Bridge Construction In The Public Road Area Of Neumannsgasse. Dismantling The Foundations Bridge Construction In Shoring Elements To Be Delivered And Erected. -The Cellar Walls Facing Neumannsgasse And Brüderstraße Are To Be Dismantled To A Depth Of 1.5 M; Other Earth-Embedded Components Protruding Into The Sidewalk Area Must Be Dismantled In Small-Scale Construction Up To 2.5 M Ugok. In The Sidewalk Areas, The Contractor Should Seal The Sidewalk And Substructure Up To Approx.
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