GTR 113852797

Tenders Are Invited For Reconstruction Of The Wolica Ul. Młoda Road

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
113852797
Tendering Authority
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Tender No
ZP-IX.271.7.2026.KS
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Wolica Ul. Młoda Road
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
16-06-2026 Closed
Work Detail
Subject Of The Study: Reconstruction Of An Internal Road Located On The Plot No. 400, Precinct 0018 Wolica - Młoda Street, Commune. Chęciny Poviat Kielce Voivodeship Świętokrzyskie. The Reconstruction Of The Above-Mentioned Road Will Consist In The Construction Of A Road With An Asphalt Surface With A Width Of 3.00 M From Km 0+000.00 To Km 0+134.63 And Aggregate Roadsides With A Width Of 0.50 M -0.75 M. Basics Of The Study• Agreement With The Investor,• Polish Standards And Regulations Applicable In Construction,• Design Documentation, Scope Of Works 1. Preparatory Works – Demolition Of The Existing Road Surface Made Of Stone Aggregate, Average Width 2.50 M; 2. Construction Of A New 3.0 M Wide Road Structure With A Bituminous Surface; 3. Construction Of 0.50 M – 0.75 M Wide Roadsides Reinforced With Stone Aggregate. Technical Parameters Of The Internal Road Before Reconstruction: - Road Category: Internal - Road Class D - Traffic Category Kr 1 - Design Speed - 30 Km/H - Width Of The Aggregate Road - Approx. 2.5 M - Earthen Ground Shoulders With A Width - 0.5 - 1.0 M - Longitudinal Inclination - 0.3 - 0.4% - One-Sided Cross-Section - 2.0% - Surface Drainage To The Ground Shoulders Technical Parameters Of The Internal Road After Reconstruction: - Road Category: Internal - Road Class D - Traffic Category Kr 1- Design Speed - 30 Km/H - Width Of The Bituminous Road - 3.0 M - Shoulders Reinforced With Stone Aggregate, Width From 0.50 To 0.75 M - Longitudinal Inclination - 0.3 - 0.4% - Cross-Section Of The Road On One Side - - 2.0% - Surface Drainage On The Shoulders With Good Water Permeability Construction Roadway: - Wearing Course Made Of Ac11s Asphalt Concrete, Thickness 4 Cm - Binding Layer Of Ac16w Asphalt Concrete, Thickness. 5 Cm - Layer Of Mechanically Stabilized Aggregate 0-31.5 Mm Thick. 20 Cm - Layer Of Sand Stabilized With Cement Rm = 2.5 Mpa Thick. 20 Cm In Order To Properly Estimate The Scope And Value Of The Order, It Is Recommended To Carry Out A Site Visit. The Works Should Be Carried Out In Accordance With The Developed Technical Designs And In Accordance With The Construction Practice And Other Legal Regulations. The Detailed Scope Of The Works And The Conditions For Their Implementation Include: A) Construction Designs; B) Technical Specifications For The Execution And Acceptance Of The Works;
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  • Publication Document (Tender Document / Tender Notice)
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