Tenders Are Invited For Construction Of An Outdoor Stage With Land Development At The Municipal And Municipal Cultural Center In Solec Nad Wisłą

The Subject Of The Order Is The Comprehensive Construction Of An Outdoor Stage Building Along With Land Development On Plots No. 2944, 2945, 3133 At The Municipal And Municipal Cultural Center In Solec Nad Wisłą. A Building Was Designed Consisting Of Two Above-Ground Floors (Ground Floor And First Floor) Intended For Outdoor Events. On The Eastern Side Of The Building, There Is An Outdoor Stage And An Auditorium. The Usable Area Of ​​The Building Is 418.03 M2. The Building Was Designed Taking Into Account The Needs Of Disabled People In Wheelchairs And The Elderly. The Investment Includes The Construction Of: - An Outdoor Stage Building With Infrastructure, - Water, Sewage And Electrical Installations, - Accesses And Pedestrian Routes, - An Amphitheater Auditorium. The Design Documentation Also Includes The Modernization Of The Playground, Renovation Of The Fence, Development Of Green Areas And A Viewing Point - These Elements Outside The Immediate Perimeter Of The Building Will Be Implemented In Subsequent Stages. Structural Layout: A Two-Story Building Was Designed, Without A Basement, With A Traditional Brick Structure With A Plan Similar To A Rectangle. Covered With A Gable Roof With A Wooden Structure, Covered With Sheet Metal. The Dimensions Of The Building In The Ground Floor Plan Are 13.84 M X 23.28 M. The Building Is Founded On Native Soil Through A System Of Footings And Foundation Stupas. A Building With A Mixed Wall System, With Mixed External Walls Around The Perimeter, Additionally Supplemented With Walls And Columns Inside The Building. Communication In The Building Will Be Provided By A Three-Flight, Reinforced Concrete Staircase And An Additional Elevator Serving All Floors. The Load-Bearing Walls Are 24 Cm Thick And Made Of Silicate Blocks, Locally Reinforced With Reinforced Concrete Cores. The Load On The Walls Is Transferred By Densely Ribbed Ceilings, Locally Supplemented With Reinforced Concrete Elements (Balcony Slabs, Elevator Shafts, Etc.). On The Eastern Side, There Is An Outdoor Stage Covered With A Flat Roof. Foundations: Direct Foundations Were Designed In The Form Of Footings And Footings Made Of C25/30 (B30) Class Concrete On A Layer Of Lean Concrete (C8/10 (B10) Class). The Building Will Be Located At A Depth Of 1.9 M Below Ground Zero, I.E. At An Elevation Of 153.80 M Above Sea Level. Reinforcement Of Foundations With Steel Bars And Stirrups. The Foundations Should Be Protected With Moisture Insulation And The Arrangement Of Above-Ground And Under-Floor Installations Should Be Planned. Brick Walls: Single-Layer Foundation Walls, 24 Cm Thick, Made Of Concrete Blocks. B15 On M8 Cement Mortar, Finished With A Peripheral Ring, Secured With Thermal And Moisture Insulation. The Load-Bearing Walls Are Made Of Silicate Blocks With Ordinary Cement And Lime Mortar. To Construct Risers Containing Smoke, Exhaust And Ventilation Ducts, Use Blocks And Shapes Specially Adapted For This Purpose. Horizontally Above The Ground Floo