Tenders Are Invited For Construction Work – Nss New Construction 2-Field Sports Hall, Schwerin, Ve043 Earthworks And Foundations

Construction Work – Nss New Construction 2-Field Sports Hall, Schwerin, Ve043 Earthworks And Foundations. The Object Of The Service Of The Awarding Unit Ve 043 Earthworks And Foundations Is The Setting Up, Operation And Dismantling Of The Construction Site Equipment Exclusively For The Implementation Of The Companys Own Services, Including All Necessary Service Facilities, Devices, Lifting Equipment, Including Stationary And/Or Mobile Cranes During The Execution Of The Earthmoving And Foundation Work. The Client Will Provide The Trades With General Construction Site Facilities Such As Meeting And Toilet Containers, Construction Fencing, Hv, Uv, Traffic Safety, Etc. Throughout The Entire Construction Period. The Tendered Service Includes, On A Smaller Scale, Demolition And Dismantling Work Of Approx. 90M Of Fencing, Approx. 10M Of Disused Supply And Disposal Lines And Approx. 4 Shafts On The Building Site As Well As The Dismantling Of A Brick Tool Shed, Approx. 38M Of Fencing And 20M2 Of Paving On The Neighboring Property. In Addition, Around 11 Root Stumps Of Deciduous And Coniferous Trees That Have Already Been Felled As Well As The Roots Of Cleared Bushes And Growth Must Be Removed. Essentially, The Service Includes The Execution Of Earthworks Din 18300, In Particular Approx. 600M3 Of Topsoil Removal, Approx. 2,500M3 Of Surface Soil Removal To Create The Excavation Pit, Approx. 485M3 Of Foundation Excavation As Well As Terrain Modeling Including Soil Replacement Measures And Subsoil Improvement To Create A Stable Subsoil For The Flat-Founded New Construction Of A 2-Field Sports Hall In Timber Construction From Ok Stb Floor Slab. The Service Also Includes The Laying Of Approx. 175M Of Rain And Protective Water Underground Pipes Including Molded Parts As Well As Approx. 90M3 Of Excavation And Backfilling For Pipe Trenches. In A Sub-Area Of ​​The Building, Shoring Work According To Din 18303 Is To Be Carried Out As An Approx. 18M2 Berlin Shoring, Depth Up To Approx. 2.50M. In Addition, As Part Of The Foundation Work, Approx. 320M Of Potential Equalization Conductors Must Be Laid In The Foundation And Approx. 430M Of Ring Earth Electrodes In The Ground In Accordance With Din 18018. Further Components Of The Service Include Deep Foundations With Lean Concrete, Approx. 105M3, As Well As The Sectional Production Of Approx. 8M2 Of Reinforced/Unreinforced Underpinning Of The Gable Wall Of The Neighboring Building Under Existing Foundations/Masonry In Accordance With Din 4123. The Tendered Service Also Includes Concrete Work, Including The Production Of A 20Cm Thick Reinforced Concrete Floor Slab Using In-Situ Concrete Construction, Area Approx. 1,400M2, Approx. 370M Of Strip Foundations And Frost Aprons As Well As The Production Of A 25Cm Thick Waterproof Floor Slab, Area Approx. 24M2 And Approx. 22M2 Of Rising Walls In Waterproof Concrete. The Stb Prefabricated Parts Are A Flight Of Stairs With A Cut Landing Without Visual Requirements As Well As 20 Facade Base Elements In Visual Quality Including Factory-Made Graffiti Protection Coating. Approx. 130M2 Of Bituminous Sealing Of The External Components In Contact With The Ground Must Also Be Carried Out, Water Impact Class W2.1-E, Approx. 348M2 Of Top-Side Sealing Of The Base Plate In Partial Areas For On-Site Timber And Drywall Constructions As Well As The Manufacturing