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Structural Shell Work – Blb Nrw D / Düsseldorf (We 1313) / D-Neubau Iuf/ Ve 002 Erdbau / Verbau / Rohbau 1 065-25-00310. New Building Leibniz Institute For Environmental Medicine Research (Iuf) Ve 002 Earthworks / Shoring / Shell Construction 1 Excavation: Approx. 16,000M3 Shoring: Approx. 1,800M Base Slab: Approx. 3,100M2 Ceilings: Approx. 11,3002 Concrete Walls: Approx. Remove 30#Cm Depth, Transp. Truck An Dispose Of 1000 M3 Of Soil, Excavation Pit, Filling Material, Loosen, Collect, Load On Heaps, Transport 9000 M3 Of Soil, Excavation Pit, Flood Sediments, Loosen, Collect, Load On Heaps, Transport 3000 M3 Of Soil For Excavation Pit, Sand And Gravel, Loosen, Collect, Load On Heaps, Transport 3000 M3 Removal Of Contaminated Near-Surface Soils In The Demolition Area 1000 M3 Heap Sampling Of The Excavated Material 16000 M3 Heaps Cover Foil 5000 M2 Waste Not Dangerous Avv170504 Not Contaminated With Pollutants Ebv 2023 Bm-0 Truck An Transp. Dispose Of Recycling Plant, Compensation For Disposal. An 150 T Waste Not Dangerous Avv170504 Polluted Ebv 2023 Bm-0* Truck An Transp. Dispose Of Recycling Plant, Compensation For Disposal. An 20520 T Waste Not Dangerous Avv170504 Polluted Ebv 2023 Bm-F0* Truck An Transp. Dispose Of Recycling Plant, Compensation For Disposal. An 4500 T Waste Not Dangerous Avv170504 Polluted Ebv 2023 Bm-F3 Truck An Transp. Dispose Of Recycling Plant, Compensation For Disposal. An 3600 T Waste Not Dangerous Avv170504 Polluted Ebv 2023 Sws_1 Truck An Transp. Dispose Of Recycling Plant, Compensation For Disposal. An 180 T Foundation Cushion, At Least 0.40 M, Including Filling And Refilling With Delivery Material 5200 M2 Compacting The Foundation Base Excavation Pit 5200 M2 Planum Fine Planum Deviation +/-2Cm 5200 M2 Load Plate Pressure Test 25 Pcs Work Rooms, Backfilling, Compacting Delivery Material 3000 M3 Work Rooms, Backfilling, Compacting Storage Material 5200 M3 Topsoil Remove And Drive Away 30 T Excavation Of Earth Subgrade - Removal 60 M3 Shoring: Support Pile Wall Calibrate Borehole Of Pile Support 1 Psch Calibrate Anchor Borehole 1 Psch Borehole Of Support Pile Wall Diam. 620Mm T Up To Approx. 11M 1000 M Beam T Up To Approx. 11 M Floor Gu Double U-Profiles U300 570 M Beam T Up To Approx Double U-Profile H 300Mm L 10-12M 570 M Dismantle The Infill Support Pile Wall, Support Double U-Profile H 400Mm L 10-12M 230 M Bored Pile Wall Template Bored Pile Wall Piles Overlapped Concrete Diam. 900Mm H To 0.5M 90 M Demolition Of The Drilling Template 90 M Drilling Bored Pile Wall Diam. 900Mm Primary Pile T 12-15M Soil 1500 M Additional Consumption Bentonite Suspension 50 M3 Supply And Install The Reinforcement For Bored Pile Walls 60 Pieces In-Situ Concrete Bored Pile Reinforced Concrete C25/30 Diam. 900Mm D 10-12M L 10-12M 1500M Sheet Pile Steel Sheet Pile Insert Double Pile, Wx 3600-5000Cm3/M W 50-60Cm L 10-12M 600 T Hole To Aid In Insertion Of Sheet Pile Walls, Ø 620 Mm, Depth 10-12 M 1200 M Sealing The Sheet Pile Lock Installed 2000 M
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