Tenders Are Invited For Construction Of Two Farm Buildings Number 1,2 With A Storage Function For Flood Protection Equipment And Civil Protection Together With Technical Infrastructure.

1. Existing Status: The Investment Will Be Located On Plot No.: 451/2 /2416102_1 Zawiercie, 0011 Żerkowice/.2. The Investment Includes The Construction Of Two Outbuildings No. 1 And No. 2 As A Warehouse For Flood Protection And Civil Protection Equipment, Together With Technical Infrastructure And Infrastructure Accompanying The Planned Development, I.E. Hardened Surfaces, Parking Spaces, Two Vehicle Charging Stations, Two Separate Reinforced Concrete Boxes As Storage Zones, Fencing, Lighting, Space For The Generator, Access Roads, Tight Septic Tank With Drainage Of Hardened Surfaces. Terrain Stairs With Access And Planned Exit Outside The Plot Covered By The Study In The Road Plot. Facility No. 1 Has A Brick Structure, While Facility No. 2 Has A Steel Structure, Plastered, Free-Standing Structures, Not Connected To Each Other. Each Part Has Independent Entrances, From The South-East And North-East. Numerical Data Of The Facility Building No. 1: Building Area - 303.95 M2 Usable Area - 283.36 M2 Cubic Capacity - 1,325.00 M3. Building No. 2: Building Area - 24.00 M2 Usable Area - 20.90 M2 Volume - 80.40 M3.3. The Scope Of The Order Includes: 1) Architectural Industry:  Hardened Surfaces - Sidewalk,  Terrain Stairs,  Access Road, Maneuvering Area,  Parking Spaces,  Parking Space For Disabled People And Space For Electric Vehicles,  Pavement Limiters,  Supplementing The Grass Surface,  Installing Grass Surfaces,  Retaining Walls: - Retaining Walls - Stairs Fieldwork, - Retaining Walls - Separate Boxes, Earthworks, Panel Fencing.2) The Construction Industry Includes: Building No. 1Foundationsthe Assumed Level Of Foundations Of Farm Building No. 1 Is At A Depth Of: - 1.54 M Below The Comparative Level, Which Is The Level Of The Finished Ground Floor Floor Inside The Building. Walls: The External And Internal Load-Bearing Walls Were Designed From Lightweight Concrete. 19 Cm, Dimensions 390X190x190 Mm, Masonry With Glue. Floors: Concrete Of The Floor Layers Should Be Made With An Admixture Of Polypropylene Fibers In The Amount Of 2 Kg/M2. Reinforced Concrete Rings And Pins. Reinforced Concrete Rings Should Be Made Of C20/25 Class Concrete. Reinforced Concrete Beams: The Beams Are Designed As Reinforced Concrete, Poured Together With The Ring Beams From Concrete Class C20/25. Roof Structure: Designed Roof: Gable Roof With A Basic Slope Of The Roof Slope Of 30 Degrees 57.0%, Structure With Steel Trusses Made Of Steel. Thermal Insulation: Insulation Of External Walls With Mineral Wool, Facade Thickness. 5Cm, Thermal Conductivity Coefficient Λ = 0.035 (W/Mk). Insulation Of Structural Elements From The Outside (Rims, Lintels, Pins) With Mineral Wool, Facade Thickness. 5Cm, Thermal Conductivity Coefficient Λ = 0.035 (W/Mk), Foundation Insulation 5Cm Xps 300 Extruded Polystyrene, Vertical, Peripheral Insulation - Bringing The Insulation To A Depth Of 60Cm Below The Ground Level, 5Cm Thick Extruded Polystyrene. Horizontal Damp-Proof Insulation: Insula