Tenders Are Invited For Building Construction Work - Ekc - No. 27 Building - Execution

Building Construction Work - Ekc - No. 27 Building - Execution. The Name Of The Procedure: Ékc - Új Szt János Kórház És Szakrendelő 27 No. Building Construction Groundwork: Ground And Basement Functions Will Be Built In The Southern Courtyard Of The Building Additional Installation, For Which The Land Has To Be Excavated On Approx. 500 M2. On The North Side The Earthwork For The Sprinkler Tank And The Two Elevators Covers A Floor Area Of ​​130M2. For This, Work Pit Support Will Have To Be Applied In Accordance With The Information In The Soil Mechanics Report. The Existing One Subsequent Waterproofing Of The Building On The North Side Involves Earthwork For Waterproofing Based On Plans. Foundation: The Foundation Of The Building Is The Bordering Facade Walls And The Intermediate One Under The Main Walls, A Concrete Strip Foundation, With A Variable Foundation Plane. Since The Planned Installation Its Foundation Will Be Deeper Than That Of The Existing Structures, So It Will Need To Be Sub-Founded Afterwards Will Be Required On The Affected Facade Sections. The New Installation On The Basement Level Is Monolithic It Is Made On A Reinforced Concrete Plate Base, On The Ground Floor On A Strip Base.. The Sinks For The New Elevators They Have A Plate Base Structure, Designed With A Lower Plane Adapted To The Strip Foundation Of The Existing Building. Vertical Structures: The Buildings Facade Walls, Main Internal Walls, And The Vertical According To The Surveys, The Boundary Walls Of The Stairwell Cores Providing Traffic Are Approx. 45 - 84 Cm Thick, Usually Small Solid Brick Masonry Structures, The Cross Section Of Which Decreases Upwards At Each Level. On The Basement Level, The Wall Is Outlined, There Is Half A Brick Thicker Masonry Was Built. The Basement Level Structures Of The New Courtyard Are Monolithic Vb Structure, As A Wall Structure Supplemented With Pillars In The Interior. On The Ground Floor, A Reinforced Concrete Support Structure Is Being Prepared For The Grid Of The Building Wing To Be Demolished In An Aligned Pillar-Frame System. The Roof-Level Superstructure Using Steel Structures Is Designed, Due To The Smallest Possible Load On The Slab. Horizontal Structures: A Conversion And Dismantling Of Slabs Will Only Take Place To The Extent Necessary (The Technical Documentation Provides For The Dismantling Of The Slabs). On The Existing Basement Level, The Entire It Is Necessary To Replace The Floor To Create Waterproofing. The Building Has An Existing Attic On The Closing Slab, The Placement Of The Mechanical Systems Must Be Solved With Separate Steel Structures. During The Renovation, Two Annexes Glued To The Building Will Be Completely Demolished (One Containing The Psychology Room, The Other The Warehouse), And The Building The Part Of The Building Containing The Ground-Floor Circulation, Meeting Room And Corridor At The Southern Main Entrance Too. In This Case, The Complete Demolition Of The Base, Subfloor, Main Walls, Partitions And The Refers To The Reinforced Concrete Structure Of The Slab, Including Slab Demolition Works (Demolition Of The Slab). Form The Task. The Part Of The Building Remaining During The Renovation (Apart From The Demolished Ones Everything Else Remains) During Its Interior Transformation, An Elevator Shaft And A Smoke-Free Staircase Must Be Established In The Interior Of The Building, In Place Of Which The Reinforced Concrete Slab Must Be Removed Dismantle Approx. In An Area Of ​​20 M2. This Affects The Ground Floor, The 1St Floor And The 2Nd Floor Slabs, Such As These Slab Demolition Works. After That, The Elevator Shaft Must Be Built And The Stairs. Roof Structure: The Roof Structure Of The Southern Extension Is A Monolith With An Inclined Plane Reinforced Concrete Slab, Above It With Thermal Insulation Between The Cornices And Metal Sheet Covering. The Second The Lightweight Flat Roofs Of The First-Floor Extensions Are Pvc Waterproofed, The High-Roofed Ones Partly Covered With Tiles. The New Elevators Will Be Covered With Sheet Metal On The Decking, The Necessary With Minimal Slope And Insulation In The Layer Order Above The Reinforced Concrete Slab. The Existing One The Cubature Of The Roof Structure Remains, However, The Reconstruction Of The Structure Is The Renovation Part Of. During The Renovation Of The Roof Structure, Special Attention Must Be Paid To The Temporary When Creating Rain Protection, It Is Recommended To Dismantle The Roof Structure In Stages. Main Quantities: Building To Be Demolished: M2 204 Demolition And Renovation Within The Building: M2 3908 With Renovation And Terrace Areas Affected By Construction: M2 675 New Extension (Basement, Ground Floor And Elevators): M2 922 New Extension On 2Nd Floor Terraces: M2 350 Landscaping, Recultivation M2 1190 Medical Technology Infrastructure Cost 1.00 The Winning Tenderer Is Responsible For The Public Procurement In Plans, Specifications, Technical Guidelines Provided As Part Of Documents And Based On The Provisions Of The Contract, Necessary For The Implementation Of The Construction Investment, Preparation Of Still Missing Plans And Other Documents (For Example: Modification Of Mechanical Elements Planning Work That Becomes Necessary In Case Of (Product Replacement), As Well As Is Understood Here Preparation Of Overlay And Implementation Plans), And Acquisition, And All Obtaining The Necessary Consent And Permission, And Then Implementing The Construction. The Works Also Include The Demolition Of The Load-Bearing Wall And Roof Structure Construction And Renovation, Structural Construction, Architectural – Professional Industrial Works, Cooling – Heating – Ventilation Works, High And Low Current Works, Fire Protection System Development, As Well As Wood And Stone Restoration Works. For Detailed Explanation Were Included In The Public Procurement Documents. Barrier-Free Tasks: Barrier-Free Construction Of A Ramp, Construction And Painting Of A Guide Lane For The Blind, Installation Of Barriers, Placement Of Signs Braille Writing, Barrier-Free Washrooms, Toilets, Etc. Continuation In Point Ii.1.4). The Detailed Technical Description And Technical Guidelines Can Be Found In The Public Procurement Documentation (Közzerberzesi Documents) Included. The Tenderer Draws Attention To The 321/2015. (X.30) Govt. To The Provisions Of Section 46 (3) Of The Decree. Given That The Object Of Construction Investment On Activities Belonging To The National Construction Industry Supervision And Data Service System, And The Government Decree On The Construction Industry Monitoring And Data Service System Falls Under Its Scope, During The Performance Of The Contract, The Contracting Party As The Winning Bidder Party Is Obliged To Use The Glass Gate. In Relation To The Building: Monument Identification Number: 16333, Monument Identifier: 18732