Tenders Are Invited For Ffs_Eb - Shell Construction And Scaffolding Work

Construction Site Equipment Tower Crane Incl. Maintenance, Boom At Least 50 M 1 St. Tower Crane 32 Wosurveying Work, Incl. Cord Frame 1 Pschconstruction Door 2 St. Construction Door Extension Time 104 St.W. Meter Crack 10 St. Fall Protection 10 Mweather Protection Window Openings/Patio Windows Wooden Cladding 75 M2 Supply Construction Power Distributor, 63A 1 St. Connecting Cable For Construction , Reserve, Clear 80 M Repeat Test, Monthly, Complete Construction Power System 18 Pieces Of Work Planning Work Planning For The Total Performance 1 Psch Construction Fence Construction Fence, Steel Frame (Mobile), H = 2.00 M, Opaque 40 M Gate Construction Fence, Two-Wing, Width Approx. 4.00 M 2 Pcs Facade Scaffolding (According To Valid Regulations) Anchoring Planning Including Anchoring Protocol For Facade Scaffolding 1 Pschprotective Layer Made Of Building Protection Mats, Scaffolding On Roof Area 80 M2facade Scaffolding, Lk 4, Sw 09, H Up To 10.00 M 896 M2anchoring Of Scaffolding Anchors To Permanent Scaffolding Anchors 30 Piecesside Protection On The Outside 399 Mscaffolding Widening On The Inside, 30Cm. 181 Mscaffolding Extension 33 To 66 Cm, Inside 115 Mscaffolding Extension On The Outside, 25 To 33 Cm, For Roof Guard 38 Mroof Guard Scaffolding, Eaves-Side, Along Facade Scaffolding 110 Mside Protection For Working Scaffolding On The Wall Side 300 Mlattice Girder Entrances, L = Up To Approx. 2.50 M 12 Mscaffolding Net As Dust Protection Net, Fine-Meshed 400 M2 Stair Tower 1 Standing Scaffolding , Mobile, As Work Scaffolding And Fall Protection 1 Piece Of Reinforced Concrete Work, Insulation Work, Floor Slab/Foundations Sand Layer As A Leveling Layer 370 M2 Insulation Under The Floor Slab According To Thermal Insulation Certificate 342 M2 Perimeter Insulation Of The Item On Two Or Four Sides On The Front Sides Of The 50 M2 Allowance For Additional Thickness Of Perimeter Insulation 1 Cm Each 370 M2 Separation Layer Pe- Foil, 0.2 Mm, Under Base Plate 370 M2 Formwork Penetrations Create Recesses, Up To 0.02 M³ 10 Strecesses In Concrete Components, Over 0.02 M³ Up To 0.1 M³ 10 Stempty Pipes For Elt Cabling 10 Mcasing Pipe, Plastic, Dn 125 6 Stcasing Pipe, Plastic, Dn 200 2 Stwall Duct Dn 100 2 Stfloor Duct Dn 50 7 Stfloor Duct Dn 70 3 Stfloor Duct Dn 100 3 Stproduce Wall Duct For Media Pipes 5 Stseal Sets 5 Stwaterproof Formwork Spreaders 10 Stfloor Drains Dn 50 2 Stfloor Drains Dn 75 2 Stcasing Pipes, Plastic , Dn 80 In Ceiling 3 St Lining Pipes, Plastic, Dn 100 In Ceiling 2 St Lining Pipes, Plastic, Dn 125 In Ceiling 1 St Lining Pipes, Plastic, Dn 150 In Ceiling 1 St Lining Pipes, Plastic, Dn 200 In Ceiling 4 St Formwork Work Foundation Formwork Strip Foundations Edge Beams, Up To Approx. 0.40 X 1 M (W X H) 124 M2 Formwork Slab Edge, Base Plate, D = 30 Cm 103 M Clean Layer As A Leveling Layer, C 12/15, D = Approx. 5 Cm 330 M2 Recess Height Offset, Axis C, H = 20 Cm 28 M Joint Tape, Construction Joint Foundation/ Base Plate, Pvc-P, Incl. Molded Parts 50 Madditional Joint Tape, Base Plate/Wall, Joint Sheet, Incl. Molded Parts 50 M Formwork Supports And Walls Formwork Supports, 24 X 24 Cm, H Approx. 3 M 81 M2element Walls, One-Sided Exposed Concrete Sb 3, Height Approx. 4.0 M, D = Up To 30 Cm 149 M2formwork Corners, 90°, Height Approx. 3,500 M, D = Up To 30 Cm, 8 Mend Formwork For External Walls, D Up To 30 Cm, H Approx. 3.50 M, 7 M Formwork Ceilings/Beams/Parapet Formwork Beams/Beams/Covers, Up To 24 X 80 Cm, 138 M2formwork Reinforced Concrete Lintels Pos. D03 And D04 1St Floor 26 M2pos 04 Deliver And Install Heb 120 Beams 1St Floor Axis C 1 Supply Stiso Baskets And Heb Beams And Assemble Item 03 4 Pieces Of Formwork Panel Edge, Ceiling Panels, Up To D = 25 Cm 100 Mfiligree Ceiling Panels, D = 23 Cm 204 M2filigree Ceiling Panels, D = 25 Cm 144 M2 Allowance Butt Joints Mortar 300 M2 Recesses Ceiling Panels/Beams For Tga Implementation 90 Items Of Reinforcement Work Concrete Covering Reinforcing Steel B 500 A-S 16 Treinforcing Steel Mesh B 500M 21 T Concrete Work Foundation Pos B02 Edge Beam (Frost Apron) C 25/30, W X H, 0.40 X 1.00 M 41 M3pos B01 Base Plate C 25/30 Wu Concrete, D = 30 Cm , On C25/30, Filigree Ceiling Panels, D Up To 25 Cm 330 M2 Beams, C 25/30, Ground Floor, Height Up To 80 Cm 136 M3 Reinforced Concrete Lintels On The 1St Floor, C 25/30 Height Up To 45Cm, Statics D03 / D04 29 M3 Roughening Of The Transition Between The Beam And Ceiling Slab Concrete 50 M Ring Beam Position R01, 24/24 3 M3 Installations, Other Work Multi-Sector Introduction Electricity/Telecom/Gas/Water, Incl. Sealing Flange 1 St. Casing Pipe, Plastic, Dn 125 30 St. Casing Pipe, Plastic, Dn 200 20 Stpp Pipes Dn 150, For Foundation Penetration Install In Formwork 60 Mdrain Pipe, Pp Dn150, Perforated Up To The Foundation Recess 24 Mcore Holes For Hls, Wall, D = 200 Mm 10 Core Holes For Hls, Ceiling, D = 200 Mm 10 Pcswall Openings/Wall Slots Reinforced Concrete, Close, Up To 20 X 20 Cm 40 M2close Annular Gap Ceiling Opening Hls 100 Strw Pipes Pp Dn150, T Up To 2.5 M Bedding Type 1 17 M Bend Pp Sewer 45 Degrees Dn150 7 Stadapter Pp Sewer Dn150 7 Stsliding Sleeve Pp Sewer Dn150 7 Stclose Annular Gap Ceiling Opening Hls 75 St Masonry Work, External And Internal Walls Cross-Sectional Sealing, D = 24 Cm, Under Mw And In The 3Rd Row Of Stones 111 Mks Iso-Kimmstein, D = 24 Cm, Deliver And Install 110 M External Wall, Ks Masonry, D = 24 Cm, 351 M2 Inner Wall, Ks Masonry, D = 24 Cm, 344 M2 Door And Window Openings Masonry Finished Lintel As Load Support, Wall Thickness 24 Cm 9, Mfinished Lintels, Wall Thickness 24 Cm 8 Mwindow Opening, Approx. 0.76 X 0.76 M; Brh 1.50, Og 7 Pcs Window Opening, Approx. 2.06 X 1.26 M, Brh = 1.00 M Og 2 Pcs Window Opening, Approx. 4.20 X 1.26 M, Brh 1,.00, Og 4 Pcs Window Opening , Approx. 4.20 X 1.26, Brh 1.00 M, Ground Floor 2 Pc Window Opening, Approx. 2.09 X 1.26 M, Brh = 1.00 M Eg 5 Pc Door Opening, Approx. 2.50 X 2, 26, Ground Floor 2 Pc Door Opening, Approx. 0.885 X 2.135 M 1 Pc Door Opening, Approx. 1.01 X 2.135 M 9 Pc Door Opening, Approx. 1.88 X 2.66 M, 1St Floor 1 Pc Door Opening, Approx. 1.80 X 2.135 M 2 Stopening Tga In Walls, Masonry Up To 24Cm 20 Stclosing Wall Opening, Hls, 45 Stclosing Wall Openings Masonry In F30 5 St Preparatory Work, Clinker Static Calculation 1 Pschcreation Of Sample Area Facing Masonry 1 Psch Clinker Work Facing Masonry, Shell Spacing 200 Mm 331 M2 Perimeter Insulation 100 M2 Dimpled Membrane 100 M2 Sealing Facing Masonry, Areas In Contact With The Ground 100 M2 Core Insulation Mineral Wool Single Layer 0.035W/(Mk) D 160Mm 280 M2 Cuts Core Insulation Over Windows/Doors For Sealing 50 M Base Seal Against Moisture 100 M2 Masonry Sealing As A Masonry Barrier Layer 60 M Aluminum Profile, Wall Connection Rail 55 M Insulation Wedge Window Sill 50 M Dowel Anchor , Shell Distance 180 Mm-200 Mm 331 M2grouting Exposed Masonry Joint Mortar Mgii 12 Layers/M 331 M2grouting In The Reveal/Lintel Area 120 Mcorner Formation Cut Stones Facing Masonry 80 M Window And Door Openings, Clinker Window Opening, Approx. 3.1 X 1.26 M, Ground Floor 5 Pcs Window Opening, Approx . 4.2 X 1.26 M, Ground Floor And First Floor 6 Pcs Window Opening, Approx. 0.76 X 0.76 M, Ground Floor And 1St Floor 7 Pcs Window Opening, Approx. 2.50 X 2.26 M, Ground Floor And Upper Floor 3 Pcs Door Opening, Approx. 1.01 X 2.26 M, Ground Floor, 1 Pc Anchor, Joint Formation And Consoles Horizontal Support For Facing Masonry, Angle Bracket Anchor 100Mangle Bracket Anchor Corner Area 15 Pcshorizontal Support For Facing Masonry, Single Bracket Anchor 2 Pcs Single Bracket Anchors On Prefabricated Lintels, Formwork Distance 200 Mm 10 Console Anchors, Including Support Angles, Lintels 28 Madditional Intermediate Angle 1 Mvertical Expansion Joint 200 Mhorizontal Expansion Joint 75 Mjoint Sealing Tape 96 Mopen Butt Joints As Drainage Openings 40 Minstallation Of Permanent Anchors, According To The Anchoring Plan Scaffolding Construction 30 St. Finished Lintels Clinker 30 Mclinker Brick Lintels 1 M Sealing Work, Joint Formation Wu Construction Joint Floor Slab/Wall Between Pos.B01 And W01 50 Mtarget Crack Cross Section In Walls (D = 30 Cm) 30 Mconstruction Joints (Vertical) In Walls D=24 Cm 18 M Sealing Work, Vertical On The Outside Preparation Of The Substrate 165 M2 Primer/Primer, Bitumen Solution, External Walls 165 M2 Scratch / Apply Filling Filler To The Subsurface 165 M2 Forming A Cove 50 Mbitumen Thick Coating 165 M2 Perimeter Insulation 150 M2 Dimpled Membrane 150 M2 Kmb Protocol Documentation Kmb Protocol 1 Psch