Tenders Are Invited For Preparation Of Design And Cost Estimate Documentation For The Revitalization And Reconstruction Of The Historic Building Of The Palace In Garbowo

1. The Subject Of The Order Is The Service Called Preparation Of Design And Cost Estimate Documentation For The Revitalization And Reconstruction Of The Historic Building Of The Palace In Garbów.2. The Structure Of The Building According To An Extract From The Construction And Execution Design For The Renovation Of The Buildings Elevation And Roof From 2005. 2.1.1. Roof With A Wooden Collar Structure With A Collar Beam Supported By Two Stools. Elements Of The Truss: - Rafters With Dimensions. 14X14/15 Cm Connected In The Ridge With A Straight Notch And A Wooden Dowel - 17X 16/15 Cm Purlin Connected With A Collar Beam With A Notch Depth Of 6 Cm - Collar Beam 14X15 Cm Connected With A Rafter With A Notch And Supported In Connection With A Post - 17X15 Cm Posts Supporting The Purlin Connected With A Tenon And Socket And A Wooden Dowel - Upper Collar Beam With Section 8X15 Cm Connected To The Rafters. The Roof In The Central Part And In The Side Single-Story Buildings Is Of Identical Construction. The Roof Covering Is Made Of Galvanized Sheet Metal On Thick Formwork. 19Mm Boards. Covering Boards Impregnated /During The Last Renovation/. The Remaining Elements Are Not Impregnated. Pine Roof Wood. Major Leaks In The Covering Were Observed.2.1.2. Wooden Ceiling These Are Wooden Beam Ceilings With A Ceiling Made Of Thick Boards. 25 Cm And With Reed Plaster And Stucco, From Above The Ceiling Is Made Of Thick Boards. 38Mm. Wooden Beams With Dimensions 24X28 Cm, Unimpregnated, Beam Spacing 1.30 M. The Ceiling On The Attic Side Is Not Insulated. The Multi-Story Ceilings Have Not Been Tested Due To The Rooms Being Inhabited And Used, This Will Be Carried Out During The Renovation Of The Building And A Decision Will Be Made Regarding The Strengthening Of The Structure.2.1.3. Ground Wallsthe External And Internal Structural Walls Are Made Of Full Ceramic Bricks With Lime Mortar. Brick Dimensions: 28/29/Xl4x6 Cm. The Lintels Are Made Of Solid Brick Vaults As Above. Described Walls. Some Of Them Show Vertical Cracks In The Middle Of The Span. The Walls Of The Building Are Damp With Traces Of Biological Corrosion /See Mycological Certificate/ In Terms Of Strength, The Condition Of The Walls Is Described As Good And They Are Assigned The Following Strength Characteristics: Brick Class R = 7.5 Mpa, Brand Zapr. R = 4 Mpa. The Ground-Level Parts Of The Walls Are Exposed To Direct Moisture From Atmospheric Waste. There Is No Protective Strip Around The Building, As Well As No Moisture-Proof Insulation Of The Walls. Cornices And Parts Of The Façade Damaged Due To Improper Flashings And Leaks In Gutters And Downpipes. 2.1.4. Valves Above The Basements, Underground Wallsthe Vaults Above The Basements Are Made Of Full Ceramic Bricks With Lime Mortar. The Underground Walls Are Also Made Of Full Ceramic Brick With Lime Mortar. Significant Dampness Of The Underground And Basement Walls Was Observed - See Humidity Tests. In Terms Of Strength, The Following Values ​​Are Determi