Tenders Are Invited For Construction Of An Access Road To The Sports Complex With Sports Field Facilities In Bukowiec.

1. The Subject Of The Order Is The Construction Of A Road And Sports Field Facilities As Part Of The Investment Project Titled: Construction Of An Access Road To The Sports Complex With Sports Field Facilities In Bukowiec, Plot No. 429/18, 430/4, 430/7, 432/2, 433/4, 434/4, 523/4, 427/5 And 429/35, 430/10, 429/38, 430/13, Rev. 02 Bukowiec, Brójce Commune. Note: The Construction Of An Access Road To The Sports Complex With Sports Field Facilities Is A Continuation Of Investments From 2022 And 2023, Therefore A Site Visit Is Necessary Before Submitting An Offer. The Procedure For Conducting An On-Site Visit By The Contractor Is Described In Chapter Xxvii Of This Swz.2. Material Scope: 1) Basic Technical Parameters Of Roads: The Designed Roads Have Parameters In Accordance With The Regulation Of The Minister Of Transport And Maritime Economy Of 1999 On The Technical Conditions To Be Met By Public Roads And Their Location. - Public Road Traffic Category - Kr4; - Technical Class Roads – L Local; D Access Road; Internal; - Design Speed - Vp 40 Km/H; - Lane Width - 3.50 M; - Road Width - 7.00 M; - Sidewalk Width - 2.00 M; - Bicycle Path Width - 2.00 M; - Transverse Slope Of The Road - One-Sided 2%; - Transverse Slope Of The Sidewalk And Bicycle Path - 2%.2) The Scope Of The Investment Is To Carry Out Construction Works Related To The Construction Of A Road With Infrastructure In Bukowiec, With A Total Length Of ~ 487.00 M, On Plots Marked With Registration Numbers 429/18, 430/4, 430/7, 432/2, 433/4, 434/4, 523/4, 427/5 And Construction Works Related To The Construction Of The Sports Field Facilities In Bukowiec On Plots No. 429/35, 430/10, 429/38 And 430/13, Precinct 02 Bukowiec, Brójce Commune, And Includes: A) Earthworks And Demolition Works: A1) Removal Of The Topsoil Layer; A2) Mechanical Drainage For The New Road Structure; A3) Delivery Of Aggregate To The Embankment For The Road Structure. B) Construction Of Street Lighting: B1) Excavation For Laying The Yakxs 4X25mm2 Power Cable And Galvanized Steel Strip 25X4mm Constituting The Grounding Of The Poles; B2) Installation Of Galvanized Steel Poles With A Boom On Typical Foundations; B3) Installation Of Lighting Fixtures Directional Led Lights With A Power Of 60W 5000K. The Lighting Line Should Be Moved Behind The Sidewalk In Accordance With The Already Completed Section Of The Road Of The First Stage From Ul. Rokicińska. C) Road Drainage: C1) Excavations For Absorption Wells; C2) Filter Backfill With Gravel Fraction 15 - 32 Mm; C3) Inspection Wells Made Of Concrete Rings With An Internal Diameter Of 1200 Mm With A Drive-Through Well Cover, A Relief Ring, A Cast Iron Manhole; C4) Installation Of Bridge Grates Storm Drains; It Is Necessary To Take Into Account The Relocation Of Absorption Wells To The Sidewalk And Bicycle Path In Accordance With The Already Completed Section Of The Road Of The First Stage From Ul. Rokicińska.D) Structure And Surface Of The Kr4 Road: D1) Ac S Asphalt Concrete Wearing Course, Thickness 5 Cm; D2) Binder Layer Of Asphalt Concrete Ac W Thick. 8 Cm; D3) Ac P Asphalt Concrete Foundation, Thickness. 10 Cm; D4) Substructure Made Of Crushed Aggregate 0/31.5 Mm Thick. 20 Cm; D5) Natural Aggregate Stabilized With Cement Rm = 2.5 Mpa Thickness. 15 Cm; D6) The Ground Is Brought To The Load Capacity Group G1. E) Construction And Surface Of Sidewalks: E1) Surface Made Of Concrete Cubes, Thickness. 8 Cm; E2) Cement And Sand Bedding, Thickness. 3 – 5 Cm; E3) Natural Aggregate Stabilized With Cement Rm = 2.5 Mpa Thickness. 10 Cm; E4) Mechanically Stabilized Natural Aggregate, Thickness. 10 Cm; E5) The Ground Is Brought To The Load Capacity Group G1. F) Construction And Surface Of The Bicycle Path: F1) Asphalt Concrete Surface Ac S Thickness. 4 Cm; F2) Mechanically Stabilized Crushed Aggregate 0/31.5 Mm Thick. 10 Cm; F3) Natural Aggregate Stabilized With Cement Rm = 2.5 Mpa Thickness. 10 Cm; F4) Mechanically Stabilized Natural Aggregate, Thickness. 10 Cm; F5) The Ground Is Brought To The Load Capacity Group G1.G) Supplementary Works: G1) Four Additional Exits To The Plots On The Northern Side Of The Road And Two Exits On The Southern Side Should Be Taken Into Account; G2) Behind The Sidewalk Rope (In The Section Up To The Border Of The Road ) Add A Layer Of Topsoil On The Profiled Existing Ground. 10 Cm Sown With Grass, Raked And Rolled Up; G3) Regulation Of Water Supply And Possibly Gas Valves; G4) Regulation Of Sanitary Sewage Wells; G5) Cleaning Works, G6) Development Of Permanent Traffic Organization For The Entire Przemysłowa Street From Rokicińska Street To Dolna Street Along With The Implementation Construction Works Necessary To Approve The Above-Mentioned Traffic Organization.3. Basic Technical Parameters Of The Pitch Facilities: The Locker Room Building Will Be A Single-Story, Single-Story Building Without A Basement, With A Shape Similar To A Cuboid With A Flat, Attic Roof. The Facades Will Be Covered With Gray And Dark Gray Rock Fiber Panels. The Size Of Each Utility Zone Results From Their Demand. 1) Characteristic Parameters Of The Facility: A) Volume 1320 M3, Area Building Area 258.82 M2, Area Usable Area: 204.85 M2; B) Number Of Floors: 1 (Ground Floor), Width: 8.45 M, Length: 30.63 M.2) The Building Will Be Equipped With The Following Installations: A) Electrical Installation With A Fire Protection Switch; B) Telecommunications Installations; C) Water And Sewage Installation; D) Heating Installation; E) Ventilation Installation.3) Development Of The Area Around The Building: A) Hardening Made Of Concrete Cubes. 6 Cm; B) Hardening Made Of Concrete Cubes, Thickness. 8 Cm; C) The Area Outside The Paving Stones Is Leveled, Topsoaked And Sown With Grass; D) Prefabricated Stands In A Light Steel Structure With Polycarbonate Roofs And Sports Seats Adapted For Outdoor Use; E) Elements Of Small Architecture (Waste Bins, Benches, Stands For Bicycles);F) Lighting Poles.4) Construction And Surfaces Of Sidewalks:A) Wearing Surface - Concrete Cubes 6 Cm;B) Cement-Sand Ballast 1;4 3 Cm;C) Crushed Aggregate Subbase 0/31, 5 Mechanically Stabilized 15 Cm; D) Cement-Stabilized Soil Class C1.5/2 15 Cm.5) Construction And Surfaces Of Roadways And Parking Lots: A) Wearing Course - Concrete Cubes 8 Cm; B) Cement-Sand Ballast 1; 4 3 Cm;C) Foundation Made Of Crushed Aggregate 0/31.5, Mechanically Stabilized 20 Cm;D) Cement-Stabilized Soil Class C1.5/2 (Lay In Two Layers) 30 Cm.6) Structure Of The Facility:A) Reinforced Concrete Foundations;B ) Foundation Walls Made Of Concrete Blocks Thick. 25 Cm; C) Vertical Insulation Of Foundation Walls With Xps Styrofoam Thickness. 12 Cm; D) External Walls Made Of Solid Silicate Blocks. 25 Cm Insulated With Mineral Wool, Thickness 16 Cm; E) Internal Walls Made Of Solid Silicate Blocks. 12 And 25 Cm; F) Floors On The Ground As A Reinforced Concrete Slab With Xps 300 Gr Styrodur Insulation. 10 Cm; G) Flat Roof, High-Ribbed Prestressed Ceiling; H) Window And Door Joinery In The Aluminum System On Warm Profiles. Glazing With Safety Glass. Windows And Doors Of Rc2 Class Of Burglary Resistance;I) Internal Doors. Solid Wooden Boards, Steel Technical Doors;J) External Stair Railings Made Of Anodized Aluminum.7) Finishing Works:A) Walls In Sanitary Rooms Covered With Tiles Up To A Height Of 2.15 M;B) Other Rooms And The Strip Above The Tiles And All Painted Ceilings Acrylic Emulsion Paints;C) Suspended Ceilings Made Of Compressed Glass Wool Boards On A System Structure;D) Floors In Wet Rooms Made Of Ceramic Tiles In The Locker Rooms, Judges Rooms And In The Equipment Warehouse, Pvc Flooring. A Detailed Description Of The Subject Of The Order Is Included In The Swz And Technical Documentation Available On The Website : Https://Ezamowienia.Gov.Pl/Mp-Client/Search/List/Ocds-148610-7761Cf31-Cfd0-11Ee-A3b5-E25d731b0da9