Tenders Are Invited For Excavating And Earthmoving Work – Grützmühlenweg 38 - Earthworks

Excavating And Earthmoving Work – Grützmühlenweg 38 - Earthworks. Sbh | Schulbau Hamburg, As The State Company Of The Free And Hanseatic City Of Hamburg (Hereinafter Referred To As Sbh), Has The Task Of Planning, Building, Maintaining And Managing The School Properties According To Economic Principles, Taking School Interests Into Account, And Leasing The More Than 400 Schools To The Authority For Schools And Vocational Training (Bsb). --------------- At The Grützmühlenweg/Gymnasium Hummelsbüttel Double School Location, As Part Of A Complete Restructuring, The Construction Of Additions And Replacement Buildings For Both Schools, As Well As Downstream Demolitions With Pollutant Remediation And Renovation Of The Outdoor Facilities. Cross-Site Earthworks In Closed-Off Construction Areas For Upcoming New Buildings. The New Cafeteria/Sports And High School Buildings Will Be Founded Deep On Bored Piles, While The New Elementary School Building Will Be Founded Shallowly. Work In The Crown Eaves Area Of ​​The Tree Population Worthy Of Protection Is Accompanied By A Tree Expert And Must Be Carried Out In Root-Penetrated Layers Using Suction Excavation Technology As Required. The Work Is Carried Out During Ongoing School Operations. A Corresponding Concept For Construction Logistics Was Developed, And Traffic Management And Safety Is Ensured By An Existing Road Traffic Authority Order. The Sidewalk Crossings Were Upgraded And Upgraded With Ac22 In Accordance With The Coordination With The Path Supervisory Authority. --------------- Here: Earthworks --------------- Preparatory Work To Clear The Construction Site Of Existing Equipment, Stump Clearing Of Trees Felled On Site, Dismantling Of A Former Parking Area With 1,200M2 Of Concrete Paving And Asphalt Pavement, Search Shafts And Exposing Near-Surface Obstacles. Approximately 6,000 M3 Of Soil Excavation, Removal And Disposal Of Non-Reusable Soil, Embankment Protection. Drainage Work And Backfilling Of The Excavation Pit, Partly Between Pile Heads Of The Deep Foundation With Small Equipment To Protect Against Mechanical Damage.