GTR 119332669
Tenders Are Invited For Reconstruction Of Municipal Road No. 103335L From Km 0+167.00 To Km 1+166.00 In Dębica-Kolonia
ICB — International Competitive Bid
Closes Oct 28, 2026
central europe
Tender Information
GTR Reference
119332669
Tendering Authority
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Tender No
IR.271.4.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of Municipal Road No. 103335L From Km 0+167.00 To Km 1+166.00 In Dębica-Kolonia
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
28-10-2026
Work Detail
1. The Subject Of The Order Are Construction Works As Part Of The Investment: Reconstruction Of Municipal Road No. 103335L From Km 0+167.00 To Km 1+166.00 In Dębica-Kolonia.2.The Subject Of The Order Is The Reconstruction Of Municipal Road No. 103335L From Km 0+167.00 To Km 1+166.00 In The Town Of Dębica-Kolonia, On A 999 M Long Section, In Accordance With The Detailed Design And Other Procurement Documents. The Scope Of The Order Includes In Particular: 1) Execution Of Preparatory And Measurement Works Necessary For The Implementation Of The Task; 2) Execution Of Road Widening, Including Drainage, Preparation And Compaction Of The Substrate To The Is Index ≥ 0.97 And Execution Of Construction Layers: A) Lower Layer Of Foundation Made Of A Mixture Of Aggregate Fraction 0–63 Mm, Thickness 15 Cm, B) Upper Layer Of Foundation Made Of A Mixture Of Aggregate Fraction 0–31.5 Mm, Thickness 15 Cm, C) Asphalt Foundation Layer Ac 16 P 50/70 Kr 1–2, Thickness 10 Cm, D) Layers Binding Layer Ac 16 W 50/70 Kr 1-2, 4 Cm Thick, E) Wearing Course Ac 11 S 50/70 Kr 3-4, 4 Cm Thick; 3) Filling The Gaps In The Existing Asphalt Surface And Making A Leveling Layer Of Asphalt Concrete Ac 16 W 50/70 Kr 1-2 With An Average Thickness Of 4 Cm; 4) Making A Wearing Course On The Existing Road With Asphalt Concrete Ac 11 S 50/70 Kr 3-4, 4 Cm Thick; 5) Construction Of Ordinary Exits To Properties Adjacent To The Road, With The Width And In The Locations Specified In The Design, Including The Construction Of A Trough To A Depth Of 35 Cm, A Sand Drainage Layer 10 Cm Thick, A Base Made Of Crushed Aggregate Fraction 0-31.5 Mm, 20 Cm Thick, And A Surface Made Of A Mixture Mineral-Asphalt Road Ac 11 S 50/70 Kr 1–2, 5 Cm Thick; 6) Drainage And Profiling Of The Ground For Roadsides And Hardened Roadsides Made Of A Mixture Of Crushed Aggregate Fraction 0–31.5 Mm, 15 Cm Thick; The Project Provides For 0.75 M Wide Shoulders On Both Sides Of The Road;7) Shaping The Surface While Maintaining The Existing Longitudinal Profile Of The Road And Slopes Specified In The Project, Including Ensuring The Drainage Of Rainwater Onto Green Areas Located In The Roadway;8) Adjusting Boxes, Gates And Other Devices Located In The Roadway To The Level Of The Designed Surface;9) Protecting Geodetic Signs Against Damage And Carrying Out Manual Works Close To Existing Underground Infrastructure; 10) Providing Surveying Services, Including Post-Construction Surveying; 11) Developing, Agreeing And Introducing Temporary Traffic Organization For The Duration Of The Works, And Removing It After Their Completion; 12) Obtaining An Occupancy Permit On Behalf Of The Ordering Party, If Required; 13) Tidying Up The Area After The Completion Of The Works. A Detailed Description Of The Subject Of The Order Can Be Found In Annex No. 1 To The Swz. It Consists Of The Following Documents: 1) Design Documentation; 2) Technical Specification For The Execution And Acceptance Of Construction Works (Stwiorb); 3) Bill Of Quantities.
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