Tenders Are Invited For Development Of Technical Documentation For A Steel Shelter For Parking Equipment - Lisie Jamy Material Database - 2Nd Procedure.

The Subject Of The Order Is The Development Of Technical Documentation For A Steel Shelter For Parking Equipment At The Lisie Jamy Bm, Including In Particular: 1. Full Agreement Of The Project With All Parties Of The Design Process,2. Development Of A Construction Design Which Includes, Among Others: Land Development Design, Architectural And Construction Design, Technical Design, Executive Design,3. Developing Information Regarding Health And Safety 4. Developing A Technical Specification For The Execution And Acceptance Of Works 5. Preparing A Bill Of Quantities, An Investors Cost Estimate And A Collective Offer Cost Estimate 6. Obtaining A Final Building Permit Decision, Obtaining Other Decisions, Opinions, Technical Conditions, Or Arrangements Necessary To Complete The Task7. One-Time Update Of The Bill Of Quantities And The Investors Cost Estimate, 8. Participating In Public Procurement Proceedings (Or Proceedings) Aimed At Selecting A Contractor For Construction Works Carried Out On The Basis Of The Documentation Constituting The Subject Of The Contract, By Answering Contractors Questions Regarding The Documentation Constituting The Subject Of This Order,9. Providing Authors Supervision Over The Implementation Of Works In The Scope Covered By The Study. Characteristics Of The Investment Intention: 1. Three-Car, Detached Garage Building, Dimensions 19.5X9.4 M, No Basement, Single-Story, Steel Structure With A Gable Roof Truss, 2. Steel Structure Of The Building On Reinforced Concrete Foundation Footings,3. Reinforced Concrete Ground Beams Of Side Walls, 4. Horizontal And Vertical Insulation Of Reinforced Concrete Elements With Two Layers Of Asphalt Emulsion,5. Covering The Side Walls With Sandwich Panels With A 100 Mm Thick Core Made Of Hard Mineral Wool (Nominal Apparent Density Of The Core From 85 To 115 Kg/M3)6. Covering The Gable Roof Truss With Sandwich Panels With A 100 Mm Thick Core Made Of Hard Mineral Wool (Nominal Apparent Density Of The Core From 85 To 115 Kg/M3),7. Surface Drainage Of A Gable Roof Truss With Roof Gutters And Plastic Downpipes,8. Internal Floor Layer - Industrial Concrete9. Internal Single-Phase And Three-Phase Electrical Installation With An External Earth Connection From The Existing Connection, 10. Internal Electrical Lighting Installation With Led Fixtures, 11. Sectional Gates With Mechanical, Manual And Electric Drive Operated By An Electronic Remote Control With Glazing In Two Segments: A. Two (2) Outermost Pieces With A Wicket Door And A 100 Mm High Threshold, B. Left And Right Wicket Door Leaf Opening Outwards, C. Central In The Amount Of 1 (One) Piece Without Wicket Door, D. Recommended (Desired) Height Of All Sectional Doors Is At Least 4000 Mm,E. Recommended (Desired) Width Of All Sectional Doors Is At Least 4800 Mm,12. The Height Of The Internal Floor Level Above The Existing Area, I.E. The So-Called Level 0.00 Is 0 Cm.13. Drainage Of Rainwater Onto Own Plot.14. Foundation On 2X5 Pieces With A Distance

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