GTR 110970789
Tenders Are Invited For Reconstruction And Expansion Of The Municipal Road No. 120131C Łapinężek - Radziki Małe Together With The Internal Municipal Road Connecting It In Msc. Radziki Małe - Stage Ii.
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
110970789
Tendering Authority
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Tender No
RI.271.2.2026.MR
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction And Expansion Of The Municipal Road No. 120131C Łapinężek - Radziki Małe Together With The Internal Municipal Road Connecting It In Msc. Radziki Małe - Stage Ii.
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
09-04-2026
Closed
Work Detail
The Task Concerns The Implementation Of Only Stage Ii Of The Investment. Details Of This Stage Are Included In The Bill Of Quantities, The Scope Of Works - Stage Ii File And Traffic Organization. They Are Part Of The Description Of The Subject Of The Order. The Investment Involves The Reconstruction And Expansion Of The Municipal Road No. 120131C Łapinężek - Radziki Małe Together With The Internal Municipal Road Connecting It In Msc. Radziki Małe - Stage Ii (Section 307.9 M Long). On The Section Covered By The Study, The Municipal Road Has A Crushed Stone And Gravel Surface. The Existing Surface Is In Poor Technical Condition, With Numerous Potholes And Unevenness. The Entrances To The Fields Have Dirt Surfaces. The Remaining Part Of The Road Is Overgrown With Low Vegetation. The Road Surface Was Designed To Be Made Of Asphalt Concrete. Road Width 5.0 M. The Method Of Stormwater Drainage Does Not Change. The Road Surface Was Shaped In A Way That Allows Rainwater And Meltwater To Flow Onto The Green Areas Of The Plots Covered By The Study. The Cross-Slope Of The Road Was Designed To Ensure Effective Drainage, Amounting To 2.0% (Roof Cross-Section). At The Intersection With The Municipal Road No. 120125C Radziki Małe - Kiełpiny (Center), The Road Edge Is Rounded With Circular Arcs With Radii R = 6.0 M. Ordinary Exits With Asphalt Surfaces Are Designed. Rounding The Edges With Circular Arcs With Radii R = 4.0 M. Ground Shoulders With A Width Of 0.75 M Were Designed. Road Structure: - Ac11s Asphalt Concrete Wearing Course, Thick. 4 Cm, - Binding Layer Of Ac16w Asphalt Concrete, Thick. 5 Cm, - Substructure Made Of Crushed Aggregate/Mixture Unbound With C90/3 Aggregate, Grain Size 0/31.5 Mm Thick. 20 Cm, - Profiling Of The Existing Surface. A Frost-Protective/Drainage Layer Of Sand With A Thickness Of 15 Cm. Slope Structure: - Ac11s Asphalt Concrete Wearing Course, Thick. 4 Cm, - Binding Layer Of Ac16w Asphalt Concrete, Thick. 5 Cm, - Substructure Made Of Crushed Aggregate/Mix Unbound With Aggregate C90/3 0/31.5 Mm, Thickness. 20 Cm, - Frost Protection/Drainage Layer Made Of Sand, Thick. 15 Cm. The Scope Of Works Includes The Installation Of Vertical And Horizontal Markings And The Installation Of A Solar-Wind Hybrid Lamp.
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