Tenders Are Invited For Expansion And Reconstruction Of The Tso In Brunary Together With The Reconstruction Of The Gas Installation

1. The Subject Of The Order Is The Expansion And Reconstruction Of The Volunteer Fire Department In Brunary Along With The Reconstruction Of The Gas Installation On Plot No. 419/6 And No. 209/4 Within Brunary, Commune. Uście Gorlickie. The Facility Being Constructed Is Being Built Through The Expansion And Reconstruction Of The Volunteer Fire Department Building In Brunary Along With The Reconstruction Of The Conflicting Gas Installation. The Implementation Involves The Addition Of A Garage Room For A New Fire Truck On The South-West Side And The Reconstruction Of The Existing Roof Where It Connects To The Designed Part. The Planned Expansion And Reconstruction Will Not Change The Use Of The Building In Question. As Before, The Statutory Activities Of The Volunteer Fire Department Will Continue To Be Carried Out In The Building. Part Of The Building Is Used As Sanitary Facilities. There Is A Garage For A Fire Extinguisher In The Existing Part Of The Building, But Due To The Purchase Of A New Fire Truck With Increased Parameters, There Was A Need To Design A New Garage. Apart From The Described Use Of The Building, No Additional Functions Are Planned. In The Event Of A Change In The Use Of The Building, The Necessary Permits And Approvals Must Be Obtained. The Architectural Form Of The Building Is Simple And Consistent, Color Matched To The Existing Development And Clear Function. The Building Was Classified As A Low-Rise Building With A Gable Roof. The Ridge Of The Designed Roof Slope Is Located At Right Angles To The Existing One. Wooden Roof Structure. Roof Covering Designed With Trapezoidal Sheet Metal With A Profile Resembling The Existing Part. Brick Walls Insulated With Polystyrene. The Walls Are Finished With Acrylic Plaster. The Colors Of The Facade Are Shown In Architectural Drawings - Adapted To The Existing Part Of The Building. The Architectural Form Of The Building Adapted To The Landscape And Surrounding Buildings. The Appearance Of The Building Reflects The Neighboring Buildings And The Forms Preferred In Foothill Areas. The Adopted Design Solutions Meet The Requirements Of The Local Development Plan Of The Uście Gorlickie Commune. Characteristic Data Of The Building Before Expansion• Building Area - 136.40 M2 • Internal Area - 218.18 M2• Total Area - 252.80 M2• Cubic Capacity - 682.15 M3• Number Of Storeys - One Above-Ground Ground Floor Characteristic Data Of The Building After Expansion• Building Area - 228.80 M2• Internal Area - 294.02 M2• Total Area - 345.20 M2• Cubic Capacity - 1210.15 M3• Number Of Storeys - One Above-Ground / Attic Not Usable Treated As A Storey Because The Circumstances Arising From Par. 3 Points 16 Technical Conditions/.• Height Of The Facility – 7.05 M; Low-Rise Building (N) Fire Resistance Class Of The Buildingthe Building Is Designed In Fire Resistance Class D, Including Individual Structural Elements In The Fire Resistance Class: Main Load-Bearing Structure R 30 Ceiling Rei 30 Roof Structure No Requirements Are Imposed / Is Not The Main Load-Bearing Structure Of The Building / Roof Covering Does Not Pose Any Requirements Requirements For Internal Walls, No Requirements Are Imposed /For Walls Enclosing Escape Routes, At Least Ei 15/External Walls Ei 30 /Applies To The Inter-Story Strip And When The Walls Are To Have A Class On The Required Area/The Building Will Be Equipped With Lightning Protection, Electrical And Ventilation Installations , Heating And Gas. (Attention!!! The Building Is In An Open Shell And The Reconstruction Of The Interfering Gas Network Was Carried Out In The First Stage Of Construction). Material Solutions The External Walls Of The Building Are Made Of Aerated Concrete Blocks. 24 Cm With A Density Of 600 Kg/M3, Compressive Strength Of 4.0 N/Mm2, Laid On Mortar For Thin Joints, To Be Insulated From The Outside With Eps Polystyrene. Facade 0.33, 20 Cm Thick, And Finished With Thin-Layer Acrylic Plaster On A Fiberglass Mesh. Walls From The Inside To Be Finished With Cement-Lime Plaster, Thickness: 1.5 Cm. Heat Transfer Coefficient U≤0.20 W/M2k. Reinforced Concrete Elements (Cores, Wreaths, Gate Lintels) Made Of C20/25 Concrete. Window And Door Lintels Made As System Ones. Partition Walls Of The Building To Be Made Of Cellular Concrete Blocks, Thickness. 12 Cm With A Density Of 600 Kg/M3, Compressive Strength Of 4.0 N/Mm2, Laid On Mortar For Thin Joints. The Floor On The Ground Is Designed As An Industrial Concrete Floor, Mechanically Troweled Smooth, Made Of C20/25 Concrete With A Thickness Of 20.0/18.0 Cm Reinforced With Ø 6 Mm Mesh With A Mesh Size Of 10X10 Cm And Dispersed Reinforcement With A 1° Slope Towards The Linear Drainage, On Thermal Insulation Made Of Waterproof Polystyrene 12 Cm Thick And Moisture-Proof Insulation, On A Foundation Of Lean C8/10 Concrete With A Thickness Of 10 Cm And A Layer Of Compacted Broken Aggregate With A Thickness Of 30 Cm. Wooden Roof To Be Made Of Pine Or Fir Wood Class C24 With A Moisture Content Of Up To 15%. Cross-Sections Of The Roof Truss Elements Should Be Made In Accordance With The Construction Drawing. The Rafters Are Attached To The Wall Plate Anchored In The Reinforced Concrete Tie Beam. Protect Wooden Elements With A Fire Retardant And Fungicide. Roof Covering Made Of Metal Tiles Placed On Battens Spaced According To The Manufacturers Instructions. Pvc Window Joinery, Doors To The Attic With Fire Resistance Ei30, Automatically Controlled Steel Sectional Gate. Finish The Walls And Floors In Accordance With The Descriptions On The Floor Plan. Around The Building, A 60 Cm Wide Fender Plate Made Of Paving Stones, Th. 6 Cm With A Slope From The Building On A Bedding Made Of Mechanically Compacted Coarse Sand And Gravel Or Mechanically Compacted Crushed Aggregate. In Order To Enable Access To The Building For Disabled People, A Disabled Driveway Must Be Constructed From Paving Stones On A Bedding Of Coarse-Grained Mechanically Compacted Sand And A Gravel Base Or Mechanically Compacted Crushed Aggregate2. A Detailed Description Of The Subject Of The Contract Is Included In The Technical Documentation, Which Is Attached As Appendix 1 To The Tor.