Tenders Are Invited For Construction And Modernization Of Tourist And Sports Infrastructure In The Area Of ​​The Union Of Krynica-Popradzkie Municipalities - Stage I

Task No. 1: Construction Of Leisure And Recreation Infrastructure In The Łabowa Commune Consisting In The Modernization Of A Multifunctional Sports Field In Łabowiec. As Part Of The Contract, A Multifunctional Sports Field With A Safe Surface Will Be Constructed In Accordance With Applicable Regulations. The Investment Includes The Construction Of A Multifunctional Pitch With The Necessary Technical Infrastructure Facilities, Including The Construction Of Lighting, Drainage And Fencing, Small Architecture (Pitch Equipment, Stands, Information Boards, Wooden Gazebo). The Multifunctional Pitch With Epdm Surface Will Be Adapted To 5 Disciplines: Football , Handball, Basketball, Volleyball And Tennis. The Designed Fence Includes The Installation Of 1 Set Of Entrance Gates. The Area Of ​​​​The Designed Pitch - 22*44 M The Area Of ​​The Designed Hardening - 341.22 M2 The Area Of ​​The Gazebo - 23.45 M2 The Scope Of Works Includes: - Earthworks And Preparatory Works - Installation Of Drainage Drainage - Connecting The Drainage Network To Designed Tanks With A Capacity Of 10 M3 For Rainwater - Internal Execution Of Electrical Installations Power Supply For Lighting - Execution Of Electrical Installation, Control Cabinet - Execution Of Pavements According To The Design - Execution Of A Multifunctional Sports Field With Polyurethane Surface - Execution Of Fencing And Barrier Netting - Assembly Of Poles And Lighting Fixtures - Assembly Of Pitch Equipment And Landscaping Devices (Pitch Equipment, System Stands, Information Boards) Material Requirements:Access And Access Roads - Paving Stones, Thickness 6 Cm - Sand Bedding, Th. 3Cm - Wedge Th. 15 Cm - Native Soil (Given Layer Thicknesses Refer To The Thickness After Compaction) Earthworks. It Is Planned To Trench The Existing Surface And Level The Area. Field Outskirts The Field Outskirts Should Be Made According To The Detail Drawing With System Concrete Edging. Hygienic Certificate Of The Polish National Institute Of Hygiene - Document Confirming The Compliance Of The Parameters Of The Offered Surface With The Polish Standard Pn-En14877 - Authorization Of The System Manufacturer - System Technical Sheet - Current Tests For Compliance With The Din 18035/6 Standard - Current Tests For The Content Of Trace Elements - Declaration Of Conformity (Acceptance Document) Characteristics Pitch Base The Base On Which The Floor Covering Is To Be Laid Should Be Prepared In Accordance With The Manufacturers Instructions And Should Be Dry, Even, Free Of Contamination, Strong And Stable. Surface Structure: - Surface (Epdm Type) Permeable Polyurethane, Thickness Min. 16 Mm: Jointless, Flexible Mat, Consisting Of Colored Epdm Granules (Fraction 1-4Mm) Mixed With A Two-Component Polyurethane System - Flexible Base Layer, Water-Permeable, Jointless: A Mixture Of Sbr Rubber Granules (Fraction 1-4Mm) And Washed Gravel ( Fraction 2-5Mm) Combined With A Polyurethane Binder, Th. Total 35 Mm, - Layer Of Hollow Concrete Lb-15/W0/F25 - Th. 15 Cm, - Foundation Made Of Stone Aggregate 0.075-4Mm Thick, 3Cm - Foundation Made Of Stone Aggregate 4-31.5Mm Thick, Min. 5 Cm With A Slope Of 0.8% - Foundation Made Of Stone Aggregate 31.5 - 63Mm Thick, 20Cm - Compacted Sand, Th. 10 Cm - Native Soil (Given Layer Thicknesses Refer To The Thickness After Compaction) The Bed And The Aggregate Subbase Should Be Compacted To The Value Of Is≥0.98 (Given Layer Thicknesses Refer To The Thickness After Compaction). The Playing Field Is Separated From The Adjacent Terrain Elements With Profiled Concrete Edges 8X30cm Laid On A Footing Made Of B15 Concrete With Resistance. The Foundation Made On The Basis Of A Mineral Mixture Of Stone Aggregate Should Be Properly Profiled And Compacted. The Slope Should Be Within The Range Of 0.3 - 0.8% With The Possibility Of Rainwater Runoff. There Should Be No Unevenness Or Potholes On The Surface Of The Compacted Layer. The Foundation Should Be Leveled To The Designed Level With An Acceptable Deviation Of +/- 5 Mm On A 4-Meter Batten. The Surface Of The Pitch Is Framed With A Concrete Edging 8 X 30 Cm On A Concrete Footing. A Drainage System Is Designed On The Football Pitch Covered With Artificial Grass Made Of Pvc Drainage Pipes With A Diameter Of 100Mm, 160Mm. Drainage Pipes Should Be Laid In A Channel With A Width Of Min. 0.5 M, On The Width Of The Pitch With A Diameter Of 100 Mm Every 5 M. The Excavation Should Be Lined With A Separation And Filtration Geotextile, And The Pipes Should Be Covered With Aggregate With A Fraction Of 8÷16Mm. Pipes Should Be Laid To A Depth Ensuring Coverage Of Min. 0.80M. Drainage Pipes Should Be Connected To The Collecting Collector Made Of Pvc Pipes And Pp 425 Plastic Wells, Rainwater Will Be Directed To The Existing Rainwater Drainage Network. Pole Length). Spaced Every 252 Cm. Steel Post Made Of 120*50/4 Mm Profile, Galvanized, Painted, H=6.05 M (700 Cm - Post Length) - Quantity 12 Pcs. + 4 Pcs. Strut 120*50/4 Mm, Length 7.00 Galvanized Steel Fencing Panel, H=509Cm. Mesh Covers (According To The Design) Of Certified Polypropylene Cord, 5 Mm Thick, Mesh 8*8 Cm, Height 6.0 M, Net On Steel Cords, Fastened With A Carabiner And On System Handles. Gate 1 Set - Perform In Accordance With The Adopted System, 2.00 M Wide. Foundations For The Fence In Accordance With The Manufacturers System - As Concrete Footings With A Foundation Of At Least 1.2 M Below Ground Level. .Foundation By Means Of System Sleeves For Concrete Foundation Footings. The Level Of Foundation Foundation Min. 1.2 M Below Ground Level. Lighting To Be Carried Out In Accordance With The Electrical Design. The Lighting Of The Pitch Has Been Adopted From 8 M High Masts. Luminaires Should Be Adopted With A Led Light Source. Connect With Kd 160 Pvc Pipes With Connection To New Rainwater Tanks With A Capacity Of 10 M3. - Electric - In Accordance With The Industry Design And Building Permit Tribune - System Tribune, Removable; - With Metal, Hot-Dip Galvanized Constructions Protected Against Adverse Weather Conditions; - With Platforms Made Of Vema Gratings, Also Hot-Dip Galvanized; - Without Built-In Risers;- With Reinforced Railings Made Of Closed Sections With Vertical Crossbars With A Total Height Of 1.1 M;- With Additional Reinforcement Of Platform Gratings In The Form Of Profiles Made Of 50X30 Mm Sections;- With Regulators Leveling Delicate Terrain Unevenness;- Width Of Entrances 2 .0 M;- With Stadium Seats: Wo-06 (Backrest 32.5 Cm), Wo-03 (Backrest 36 Cm), So-05 (Backrest 25 Cm) Or No-04 (Backrest 11 Cm); With A Low Backrest, Dimensions: Backrest 11 Cm, Width 42 Cm, Depth 36 Cm, - Axial Spacing Of Seats - Approx. 50 Cm. Information Board - 2 Sets. Of The Technical Specification For The Execution And Acceptance Of Works And In The Bill Of Quantities. The Employer Informs That It Has Technical Documentation And Building Permit Decisions For The Implementation Of The Multifunctional Sports Field In Question. Auxiliary For Costing The Works Related To The Implementation Of The Subject Of The Contract, And In The Submitted Offer The Contractor Is Obliged To Include All Costs Related To The Implementation Of The Subject Of The Contract.