GTR 111945172

Tenders Are Invited For Renovation Of Municipal Road No. 430814W On The Section From Pik 0+700 To Pik 1+700 In Kąty - Miąski, Kąty - Wilgi

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
111945172
Tendering Authority
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Tender No
ZP.271.1.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Renovation Of Municipal Road No. 430814W On The Section From Pik 0+700 To Pik 1+700 In Kąty - Miąski, Kąty - Wilgi
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
05-05-2026 Closed
Work Detail
The Scope Of The Order Includes The Following Construction Works: Renovation Of Municipal Road No. 430814W On The Section From Peak 0+700 To Peak 1+700 In The Towns Of Kąty - Miąski, Kąty - Wielgi (Plot No.: 182, 149, 143 District No. 0007 Kąty - Miąski, Plot No.: 523 Precinct No. 0008 Kąty - Wielgi). The Investment Involves The Renovation Of Municipal Road No. 430814W In The Towns Of Kąty - Miąski, Kąty - Wielgi, 5.0 M Wide And 1,000 M Long, Along With Intersections, For Which The Following Is Planned: 1) Demolition Works By Milling The Existing Asphalt Road Surface With An Estimated Area - 1,930 M2.2) Renovation Of A 5.0 M Wide Road With An Estimated Area Of 5,029 M2. Construction Of The Renovated Municipal Road Road In Place Of The Existing Substructure Being Replaced: - Wearing Course - Ac 8 S 50/70 Asphalt Concrete, Thickness. 3 Cm - 5,029 M2 - Binding Layer - Ac 11 W 50/70 Asphalt Concrete, Thickness 4 Cm – 5,148 M2 - Auxiliary Foundation Made Of Crushed Aggregate 0/32, Mechanically Stabilized, Thickness. 15 Cm - 2,156 M2, - Reinforced Base Made Of Natural Aggregate Stabilized With Cement With Rm = 2.5 Mpa, Thickness After Compaction 15 Cm - 2156 M2, - Profiled And Compacted Base.3) Construction Of Individual Slopes With An Estimated Area: 113 M2 Construction Of Individual Slopes: - A Mixture Of Crushed Aggregate 0/32 And 1:1 Mechanically Stabilized Natural Aggregate With A Thickness Of 15 Cm, - Profiled And Compacted Subsoil.4) Construction Of 0.75 M Wide Roadsides With An Estimated Area: 1,445 M2. Roadsides Construction: - A Mixture Of Crushed Aggregate 0/32 Mm And Natural Aggregate In A Ratio Of 1:1, Mechanically Stabilized, Thick. 20 Cm Layer, - Profiled And Compacted Substrate.5) Construction Of Drainage Elements - Replacement Of A Culvert Dn600, Hdpe Class Sn8 Pipe With A Length Of 9 M; - Reconstruction Of Existing Ditches - Approximately 560 M36) Implementation Of Permanent Traffic Organization - Installation Of Horizontal Markings - Approximately 2.0 M2; - Installation Of Vertical Markings - Approximately 27 Signs (Warning, Prohibition, Signs) 7) Additional Works: - Works Earthworks (Excavations, Embankments), - Tidying Up The Construction Site. The Detailed Scope Of The Order Is Specified In The Design Documentation, Bill Of Quantities, Detailed Technical Specification For The Execution And Acceptance Of The Works. Additional Information That Should Be Taken Into Account When Executing The Order: - Secure And Mark The Place Of Work For The Duration Of The Works, - Any Need To Enter Plots Owned By Other People Should Be Agreed Upon Before Starting The Works, - The Order Should Be Made Of Own Materials Approved For Use In Construction Under The Construction Law And Using Your Own Equipment, - Geodetic Services (Geodetic Staking And Post-Construction Geodetic Inventory) Are The Responsibility Of The Contractor, - Before Starting The Works, It Is Necessary To Develop And Agree On A Project For Temporary Traffic Organization For The Dur
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