|
Works For Complete Or Part Construction And Civil Engineering Work - Goethe-Institut Santiago De Chile, Renovation And Expansion, General Contractor Services. 1. Building Description: The Existing Building Is Located At 650 Esmeralda Street In The Center Of Santiago De Chile And Is Part Of A Continuous Perimeter Block Development. The Original House Was Built In 1936 As A Town Villa. Today The Existing One Stands Buildings Under Ensemble Protection. In The 1960S The Historic Building Was Converted A Third Floor Was Expanded. In 1988, Large Parts Of The Building Were Rebuilt. The February 27, 2010 Earthquake Caused Significant Damage To The Building. After The Building Was No Longer Used After The Earthquake. The Vacancy Meant That Preparatory Work Could Be Carried Out Work Will Be Carried Out To Partially Gut The Building. The Necessary Work Is Divided Into Two Construction Phases. First Will Be The Third Floor Of The Front Building And The Rear Area Of The Building Were Dismantled. The Historical One The Building Is Being Completely Rebuilt, With A New Reinforced Concrete Structure Being Installed, Which Fulfills Two Goals At The Same Time: Strengthening The Structure For Earthquake Resistance Of The Historic Building As Well As The New Vertical Developments, Including The Buildings New Escape And Rescue Routes. In Addition, The Institute Is In The Back Part Of The Property Includes A Three-Story Extension With A New Stepped One Atrium And A Rain Retention Basin In The Basement. For The Project There Is A Building Permit That Includes Partial Demolition, Conversion And Expansion. 2. General Data On The Construction Project 2.1 Property: The Property Has A Total Area Of 796.46 M². 2.2 Gfa: Gfa Basement 119.10 M², Gfa Basement, Retention Basin 96.75 M², Gfa Ground Floor 740.23 M², Gfa Mezzanine (Projection Room) 18.02 M², Gfa 1St Floor 672.44 M², Gfa 2Nd Floor 659.33 M², Gfa Total 2,305.87 M², 2.4 Gross Volume Bri Basement Approx. 373 M3, Bri Basement, Retention Basin Approx. 285 M3, Bri Ground Floor Approx. 2,805 M3, Bri 1St Floor Approx. 2,528 M3, Bri 2Nd Upper Floor Approx. 2,397 M3, Bri Total Approx. 8,388 M3, 2.5 Materiality Both The Structural Reinforcement Of The Historic Building As Well As The Supporting Structure Of The Extension Building Reinforced Concrete Made. A Large Part Of It Is Made Of Exposed Concrete Quality. Parts Of The Interior Partitions Are Made In Drywall. The Parts/Components, That Are Relevant To The Fire Protection Concept Must Have A German Or Have Comparable National Approval/Certification. 2.6 Further Information This Construction Projects Require A High Construction Standard, Both In Terms Of The Shell And The Technical Aspects Systems, As Well As Expansion And Surface Treatments. In Addition, The Ones To Be Preserved Existing Elements Of The Building Must Be Treated With Particular Care. Particularly Important Is The Flawless Execution Of All Fire Protection-Relevant Components/Systems. The Aspects Named Or Required In The Fire Protection Concept Must Be Implemented. (E.G. Smoke Extraction System, Fire Dampers, Smoke Protection Curtains, Etc.). When Offering It Must Be Taken Into Account That The Construction Companies Use Individual Materials And/Or Products, Which Will Be Used In The Construction Project May Have To Be Sourced From Abroad. Scope Of Services/ Main Items Service Description Construction Site Equipment Demolition Work Public. And Not Public. Development Scaffolding Shaft And Earth Work Exposed Concrete Work Structure Work Extension Work (Including Drywall, Floor Coverings, Etc.) Doors And Windows Built-In Furniture Lockwork Work Insulating Work Special Work (Incl. Extendable Awning, Smoke Curtains, Etc.) Terrazzo Work Electrical Installations Lighting Systems Sanitary Installations Heating, Air Conditioning And Ventilation Systems Building Automation Systems Elevator Systems Building Seals Fire Protection Systems Civil Engineering Works (Restoration Of Public Roads) Dates Scheduled Execution: May 15, 2024 To May 14. 2026
|
