GTR 109913805
Tenders Are Invited For Construction Of The Łubowo - Rzegnowo Bicycle Path In The Design And Build Formula
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
109913805
Tendering Authority
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Tender No
271.6.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of The Łubowo - Rzegnowo Bicycle Path In The Design And Build Formula
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
20-03-2026
Closed
Work Detail
The Subject Of The Project Is The Design And Construction Of A Bicycle Path Along The Municipal Road On The Łubowo - Rzegnowo Section. The Path Starts In The Town Of Łubowo At The Existing Sidewalk And Continues North Towards The Town Of Rzegnowo, Where It Ends At The Intersection. − Length Of The Bicycle Path Approx. 520 M, − Width Of The One-Way Bicycle Path – 1.5 M, − Surface Of The Bicycle Path – Bituminous Ac8s − Expected Traffic - Kr 1, − Drainage – Into The Roadside And Green Areas. In Open Road Ditches, In Tight Wells Connected With A Drainage Pipe. The Investment Also Includes The Purchase And Installation Of 2 Pieces Of Information And Commemorative Boards. Bicycle Path: - Wearing Course Of Ac8s Asphalt Concrete With A Thickness Of 5 Cm, - Sprinkling With Asphalt Emulsion In The Amount Of 0.7 Kg/M², - Substructure Made Of An Unbound Mixture (Broken Aggregate * Mechanically Stabilized With Continuous Grain 0/31.5 Mm) With A Thickness Of 20 Cm, - Sand Bedding 10 Cm, - Subsoil According To Pn-S-02205. - Requirements For Crushed Stone Kłsm Fraction 0/31.5 Mm For The Foundation: - Water Absorption Wa24-2 - Frost Resistance F-4 - Resistance To Crushing La ≥ 30 - Aggregate Homogeneous, Without Impurities And Admixtures, Meeting The Requirements Of Grading Curves For Aggregate For Mechanical Stabilization. As Part Of The Construction Of A Bicycle Path, Pedestrian Crossings With Crossings For Cyclists Should Be Provided. Crossings With Crossings Should Be Marked With Thick-Layer Horizontal P-10/P-11 Markings (With A Red Crossing) And Vertical Active D-6B Markings With Reflective Foil. Crossings With Crossings Should Be Marked With Point Reflective Elements In A Cast Iron Cover, Equipped With Led Lights And A Photovoltaic Panel, Plow-Resistant, Long-Lasting With A Replaceable Reflective Element. One-Sided Reflector. There Should Be 10 Reflective Points Per Crossing. Requirements For Peo: - Reflector: Prp1>250Mcd/Lux, - Working Time Min. 600 H, - Diameter Approx. 180 Mm, - Polycrystalline Photovoltaic (Pv) Panel, - White Color. The Pedestrian Crossing And The Cyclist Crossing Should Be Illuminated And Marked With Active Signs To Make Them Better Perceived By Drivers. Lamp Requirements: - Led Lamps, Light Source: Concentrating Lens Luminaire, Light Color Cold White (6000K), Led Luminaire Power 54W, 5400 Lumens, Waterproof Ip67, - Powered From The Mains, - B-120 Foundation, - D-6 Signs With A Panel With Pulsators Operating Only When The Detector Detects Approaching Pedestrian Movement. Bituminous Descents: - Wearing Course Of Ac8s Asphalt Concrete With A Thickness Of 5 Cm, - Sprinkling With Asphalt Emulsion In The Amount Of 0.7 Kg/M², - Unbound Mixture Base (Crushed Aggregate* Mechanically Stabilized With Continuous Grain Size 0/31.5 Mm) With A Thickness Of 20 Cm, - Reinforcement Of The Substrate With C3/4 Cement-Stabilized Aggregate, 15 Cm Thick, - Substrate According To Pn-S-02205. The Materials Used Will Have Certificates And Technical Approvals
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