GTR 109880802

Tenders Are Invited For Reconstruction Of The Municipal Road In Stary Dwór (Plots No. 147/1, 168/1)

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
109880802
Tendering Authority
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Tender No
ZP.271.1.7.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Municipal Road In Stary Dwór (Plots No. 147/1, 168/1)
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
20-03-2026 Closed
Work Detail
The Subject Of The Order Are Construction Works Consisting In The Reconstruction Of The Internal Municipal Road In Stary Dwór With A Length Of Approximately 459 M (From Km 0+865 To Km 1+324) On Plots No. 147/1, 168/1. District 0025 Stary Dwór, Plots No. 147/1, 168/1. Registration Unit 040304_5 Koronowo - G, Bydgoszcz County, Kuyavian-Pomeranian Voivodeship.1) The Designed Section Of The Internal Road From Km 0+856 To Km 1+324 Currently Has A Crushed Stone Surface. The Following Networks Are Located In The Road: Electricity, Water And Telecommunications. There Is No Spatial Development Plan For The Road.2) Basic Technical Parameters Of The Road Adopted When Developing The Road Part Of The Project: A) Length Of The Section Of The Internal Municipal Road Subject To Reconstruction: 459 M; B) Road Class: L (Local Road); C) Road Category: Internal Municipal Road; D) Traffic Category: Kr2; E) Road Width: 3.50 M; F) Roadside Width 2 X 0.50 M.G) Transverse Slope Road On A Straight Section 2% (Roofed).3) Designed Road Surface Structure: A) Wearing Course Made Of Ac 11 S 50/70 Gr. 5 Cm Asphalt Concrete; B) Basic Base Made Of Ac 16 P 35/50 Gr. Asphalt Concrete. 7Cm; C) Auxiliary Foundation Made Of Mechanically Stabilized Crushed Aggregate, Thickness. 20 Cm; D) Layer Of Cement-Stabilized Soil With Rm = 5.0 M Pa Thickness. 15 Cm;E) Profiled And Compacted Soil Subgrade.4) Designed Roadside Structure Made Of Crushed Stone:A) Layer Of Crushed Stone, Thickness. 20 Cm;B) Cutting Layer Of Sand, Thickness. 10 Cm; C) Profiling And Compacted Subsoil.5) Drainage: Drainage Of The Designed Surfaces Was Assumed To Be Surface And, Through Designed Transverse Slopes, Unilateral And Longitudinal Monitoring Of Rainwater Towards The Border Of The Municipal Road. The Contractor Is Obliged To Monitor The Suitability Of The Introduced Vegetation Plantings, In Particular Trees, For A Period Of 3 Years From The Date Of Their Planting. As Part Of The Above Obligation, The Contractor Will Ensure Ongoing Care Of The Plantings And, If The Plants Are Found To Be Dead, They Will Be Supplemented By Making Replacement Plantings At His Own Expense.
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