GTR 115316805

Tenders Are Invited For Reconstruction - Modernization Of Part Of The Municipal Road No. 050330C In Trzemętówek

ICB — International Competitive Bid Closes Jul 21, 2026 central europe
Tender Information
GTR Reference
115316805
Tendering Authority
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Tender No
271.63.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction - Modernization Of Part Of The Municipal Road No. 050330C In Trzemętówek
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
21-07-2026
Work Detail
1. The Subject Of The Order Is The Performance Of Construction Works In Order To Implement The Task Titled: Reconstruction - Modernization Of Part Of The Municipal Road No. 050330C In Trzemętówek, Sicienko Commune, Province. Kujawsko-Pomorskie. The Scope Of The Order Includes The Execution Of Construction Works In The Scope Described In The Design Documentation, Which Constitutes Annex No. 6 To The Swz. The Task Includes Construction On The Existing Road And Asphalt Concrete Exits On A Road With A Length Of 637 M Wide, 3.5 M. Medium Thickness Leveling Layer Of 3 Cm, Then A 4 Cm Thick Wearing Course. In Addition, Works Are Planned To Make 10 Cm Thick Roadsides From A Mixture Of Unbound Aggregates. 1) Road Construction - On The Road Section Covered By Reconstruction, An Asphalt Concrete Surface With The Following Structure Should Be Made: A) 4 Cm Wearing Course Of Ac 8S Asphalt Concrete, B) Sprinkling The Subgrade With Asphalt Cationic Emulsion, C) 3 Cm Reinforcing And Leveling Layer Of Concrete Ac 11W Asphalt Concrete, D) Sprinkling The Existing Base With Asphalt Cationic Emulsion, 2) Slopes And Their Construction - Utility Ramps Should Be Made In The Place In Accordance With The Existing Condition, Made Of Asphalt Concrete With The Following Structure: A) 4 Cm Wearing Course Of Ac 8S Asphalt Concrete, B) Sprinkling The Base With Asphalt Cationic Emulsion, C) 3 Cm Reinforcing Layer And Leveling Layer Made Of Ac 11W Asphalt Concrete, D) Sprinkling The Existing Subgrade With Asphalt Cationic Emulsion, 3) Roadsides - Should Be Strengthened With A Mixture Of Unbound C90/3 Aggregate, 10 Cm Thick, 0.75 M Wide On Each Side And A Transverse Slope Of 8%, 4) External Devices - Before Starting The Works, The Contractor Is Obliged To Familiarize Himself With The Location Of External Devices And Report The Commencement Of Works To The Administrators Of These Devices. All Other External Devices Encountered At The Construction Stage Should Be Agreed Upon With Their Users, And Hatches And Gate Valves Should Be Set To The Grade Line In The Longitudinal And Cross-Section. Any Work Near External Devices Should Be Performed Manually With Due Caution And Under The Supervision Of Persons Administering These Devices. In The Event Of A Collision Between External Devices And The Project, These Devices Should Be Rebuilt In Consultation With Their Owner.2. The Performance Of The Subject Of The Contract Should Take Into Account The Content Of The Provisions Of The Act Of July 19, 2019 On Ensuring Accessibility For Persons With Special Needs (Consolidated Text: Journal Of Laws Of 2024, Item 1411, As Amended), Which Is In Accordance With Art. 100 Upzp. 3. The Contractor Will Be Obliged To Provide Full Geodetic Services In The Scope Of Works Carried Out, Including Post-Construction Geodetic Inventory. The Prepared Inventory Should Be Certified At The Geodetic And Cartographic Documentation Center At The District Office In Bydgoszcz Or Contain A Declaration Of Obtaining A Positi
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