GTR 101558401

Tenders Are Invited For Reconstruction Of The Internal Road In Wola Opnewowska From Km 0+000 To Km 0+496

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
101558401
Tendering Authority
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Tender No
SG.271.7.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Internal Road In Wola Opnewowska From Km 0+000 To Km 0+496
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
24-09-2025 Closed
Work Detail
The Scope Of The Works Includes The Reconstruction Of The Internal Road Section In Wola Oczewowska, 496 M Long, On The Plot With The Registration Number 57, Including: 1) Measurement And Preparatory Works; 2) Execution Along The Existing Road From The Aggregate On Both Sides Of The Broken Aggregate Resistor 0-31.5 Mm With A Thickness Of 20 Cm And A Width Of 60 Cm (Width 135 Cm In The Section) On The Section Up To Km 0+370; 3) Execution On A Section From Km 0+000 To Km 0+370 Strengthening Of The Surface From Aggregate By Execution: A) Layer Of Expansion Foundation From A Broken Aggregate 0-31.5 Mm Mechanically Stabilized With A Medium Thickness Of 8 Cm And Width 4.0 M And 5.5 M At A Pass; B) A Layer Of Basic Foundation 0-31.5 Mm Mechanically Stabilized With An Average Thickness Of 8 Cm And A Width Of 3.8 M And 5.3 M On A Passion; C) A Layer Of Asphalt Concrete Ac11w Kr1/2 With A Thickness Of 4 Cm And A Width Of 3.6 M And 5.1 M On A Passion; D) Abrasive Of Asphalt Concrete Ac11s Kr1/2 With A Thickness Of 3.5 M 5.0 M At Mijanka; 4) Execution On A Section From Km 0+370 To Km 0+496 New Structure Through The Performance Of: A) The Lower Layer Of The Foundation Of Broken Aggregate 0-31.5 Mm Mechanically Stabilized 20 Cm Thick And Width 4.0 M; B) Upper Layers Of The Upper Underbuded Aggregate 0-31.5 Mm Mechanically Stabilized With A Thickness Of 8 Cm And Width Of 3.8 M; C) A Layer Of Asphalt Concrete Ac11w Kr1/2 With A Thickness Of 4 Cm And A Width Of 3.6 Cm; D) The Abrasive Layer Made Of Asphalt Concrete Ac11s Kr1/2 With A Thickness Of 4 Cm And A Width Of 3.5 Cm; 5) Making Along The Edge Of The Asphalt Road Of The Asphalt Roadside Roadside Ragged With A Width Of 0.75 M Wide; 6) Execution Of A Passage With An Asphalt Surface Width Of 5.0 M And A Length Of 25 M; 7) Performing A New Vertical Marking; 8) Conducting All Necessary Trials And Tests; 9) Development And Power Of The Construction Site; 10) Geodetic Support For The Task, Including The Performance Of A Geodetic Inventory Of As -Built In 3 Copies For The Contracting Authority.
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  • Publication Document (Tender Document / Tender Notice)
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