Tenders Are Invited For Structural Shell Work - General Renovation Of The Burgebrach Primary School

Structural Shell Work - General Renovation Of The Burgebrach Primary School. Securing Measures: Dust Protection Wall With Uk, Plastic Foil D 0.4Mm Make (128M²) Floor Protection With Osb Panels, Simple, 12 Mm, (14 M²) Manufacture Tree Protection Std 10- 80 Cm (1 St) Makeshift Crossing From Steel Plates (15 M²) Demolition- And Dismantling Measures (All Quantities As Approx. Information!): Dismantling Of All Interior Doors (60 Hours), Dismantling Of Fixed Furniture, Paneling And A Mobile Termination Of Partition Connection, Creation Of An External Wall Breakthrough, Termination Of Tile Coverings On The Floor And Walls (145 M² + 370 M²) Demolition Of Linoleum Flooring, (1000 M²) As Well As The Skimming Stream Of Interior Walls (100 M²) Production Of Wall Openings For Doors And Windows (15 Hours) Demolition Of Clothing Panels On The Partition, From Plasterboard (100 M²) Demolition And Disposal Of Cover Insulation (125 M²) Cover Breakthrough In A Reinforced Concrete Beam Blanket/Wooden Beam Ceiling (12 Hours) Support Measures For Falling And Carrier Installation (6 Hours) Dismantling Of The Paving Covering Outside (80 M²) Cancel Of The Individual Foundation Made Of Reinforced Concrete, Earthwork (All Quantities As Approx. : Solve The Floor For The Construction Pit, On The Building, Solve It In A Profile (60 M³). Disposal, All Quantities As Approx. Information!): Demolition Of Insulation Made Of Mineral Wool (K1b Material, 50 M²) Abort Slugs Made Of Loose Inserted, Pressed Mineral Wool Panels (Odenwaldplatten, K1b Product, 900 M²) Demolition On Gisp Card Slope Blankets And Cladding Of Sloping Ceilings From Mineral Wool (K1b Material, 30 M²) Cancel Mw Insulation Pipe Lines (1200 M) Cancel Mw Insulation Technical Facilities (5 M²) Cleaning Sa (1600 M²) Concrete Work With Foil 0.2 Mm + Bedding, Split-Sand Mixture 2 /5, Thickness 5 Cm 30 M² Of Savings Layer, C12/15, Thick 6 Cm (18 M²) Formwork Strip Foundation, Bent In The Floor Plan, 45 M²ort Concrete Strip Foundation, Upper Concrete Surface Horizontal, Made Of Reinforced Concrete, (18 M³) Perimeter Insulation Under Floor Slab, (30 M²) Local Concrete Bodenpl. Control Concrete C25/30 Xc3 D 20-25Cm, (7 M³) Local Concrete Ceiling Pl. Inclined The Lower Surface Inclined Reinforced Concrete C20/25 Xc1 D 12-18Cm (6 M³) Local Concrete Ceiling Pl. The Upper Building Closing Is Inclined To The Lower Surface Tilted Reinforced Concrete C25/30 Xc3 D 18-25Cm (6M³) Location Concrete Base Reed Concrete C25/30 Xc3 B 30 Cm H 16 Cm (10 M) Location Concrete Single Foundation Reinforced Concrete C25/30 Xc3 (1 M³) Integrate (1 M³) 12 St) Steel Carrier U1 As A Lintel/ Fall In The Door Of The Steel Bracket (8 Hours) Mashing The Opening (Doors, Window) (14Th) Masonry In The Gable Of Gt-A4 (Dg) For Request F90 (6 M²) Masonry Wall Pier Mz Sfk12 Rdk1, 8 Nf (240/115/71) Mgii L 74Cm D 36.5Cm (6 M) Masonry Exterior Wall Ks-R P Sfk12 D 24Cm Thin Bed. 8Df (248/240/248) (130 M²) Create Openings And Overpowered (4 Hours) Sealing Work (All Quantities As Approx. Information!): Cleaning And In Front Of Bitumen Emulsion (46 M²) Sealing Outside Wall Luminated 2-Layer Kmb (46 M²) Separate Seal. Soil Moisture, Plastic-Knob (46 M²)