GTR 102967672
Tenders Are Invited For Construction Of A Bicycle Path In Nowe Brzeźno - Stage I
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
102967672
Tendering Authority
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Tender No
GKM.272.9.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of A Bicycle Path In Nowe Brzeźno - Stage I
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
22-10-2025
Closed
Work Detail
The Subject Of The Contract Includes The Execution Of Construction Works Related To The Construction Of The First Stage Of The Bicycle Path In Nowe Brzeźno. The Beginning Of The Bicycle Path Section Was Located In The 0+000 Km Adopted, Within The Existing Intersection Of Poviat Road No. 1490P With The Municipal Road. The End Of The Designed Section Of The Path - Stage I - Sets Km 0+572. The Total Length Of The Section To Make The Path Is 572.0M. The Width Of The Surface Of The Bicycle Path On The Section From Km 0+000 To Km 0+529 Is 3.0M, And On The Section From Km 0+529 To Km 0+572 Is 2.0M. The Construction Of The Bicycle Path On The Section From Km 0+000 To Km 0+529 Was Designed To Be Made From: Layers Of The Foundation From A Broken Aggregate 0/31.5Mm With A Thickness Of 15Cm. Density, Sprinkling The Foundation Made Of Aggregate Broken With Asphalt Emulsion C60 B4 Zm In The Amount Of 0.70 Kg/M2, Abrasive Layer From Asphalt Concrete Ac 5S 50/70, Kr 1 With A Thickness Of 5Cm After Thickening. The Structure Of The Bicycle Path On The Section From Km 0+529 To Km 0+572 Was Designed To Be Made From: Layers Of Sand With A Thickness Of 10Cm, Pavement From A Broken Aggregate 0/31.5Mm 20Cm Thick After Thickening. The Design Of The Conventions Was Designed With: Cutting Layer From A Cement Stabilized C 3/4 With A Thickness Of 15Cm Thick After Density, Layers Of Broken Aggregate Mechanically Stabilized 0/31.5Mm 20Cm Thick After Thickening. Abrasive Layer Made Of Concrete Cube Thickness 8Cm, Graphite, On A Cement-Sand Bed Of 3Cm Thick. The Border Of The Surface Of Individual Conventions And The Bicycle Path, At Sections From Km 0+000 To Km 0+085 And From Km 0+529 To Km 0+572 Should Be Made With A Concrete Resistor With Dimensions Of 8X25cm (Embedded), Laid On A 5Cm Cement-Sand Grass Bed And A Bench With Resistance Made Of Cement Concrete Class C 12/15 In Quantity 0.04M3/Mb. Dehydration Of The Bicycle Path Was Designed As Surface, By Applying Normative Longitudinal Declines And Transverse Surfaces Outside Its Precinct (To The Crown Of The Existing Poviat Road). The Designed Vertical And Horizontal Marking Should Be Carried Out In Accordance With The Developed And Approved Project Of A Permanent Traffic Organization. As Part Of The Contract, The Contractor Will Also Install An External System Of Counting Persons/Cyclists Based On Solar Power Supply, Which Will Be Used For The Statistical Data Of People Using The Path And A Lighting Lighting In The Solar System Will Be Installed In The Place Of Location Of Small Architecture (In Km +0,100) And Will Be Set Up Elements Of Small Architecture. News: The Contractor Will Prepare The Necessary Documents As Part Of The Task To Notify The Start And Termination Of Construction Works To The Poviat Building Supervision Inspector In Chodzież, Resulting From The Decision Of The Building Permit. Description And Scope Of The Performance Of The Subject Of The Contract Includes Project Documentation, Which Incl
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