GTR 115537006
Tenders Are Invited For Reconstruction Of The Jni 01016087 Bridge On The Wolanka River In The Town Of Trzemcha Górna Along The District Road No. 1926W Sienno - Trzemcha - Antoniów
ICB — International Competitive Bid
Closes Jul 24, 2026
— 2 days left
central europe
Tender Information
GTR Reference
115537006
Tendering Authority
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Tender No
PZDP.TP.05.PM.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Jni 01016087 Bridge On The Wolanka River In The Town Of Trzemcha Górna Along The District Road No. 1926W Sienno - Trzemcha - Antoniów
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
24-07-2026
2 days left
Work Detail
The Subject Of The Study Is The Implementation Of The Investment Task: Reconstruction Of The Jni 01016087 Bridge On The Wolanka River In The Town Of Trzemcha Górna Along The District Road No. 1926 W Sienno - Trzemcha - Antoniów, Sienno Commune, Lipski District, Masovian Voivodeship. The Aim Of The Investment Is To Ensure Durability, Adapt The Functional Parameters Of The Facility To The Applicable Regulations And Improve The Utility And Operational Properties Of The Road Along Which It Is Located Bridge. Road Traffic Safety And The Aesthetics Of The Bridge Will Also Be Improved. The Planned Reconstruction Of The Jni 01016087 Bridge On The Wolanka River Includes Strengthening And Widening The Bridge Deck And Adapting It To The Designed Cross-Section Of The Road Along Which It Is Located. Reconstruction Works Will Be Carried Out Within The Existing Road. The Location Of The Facility Will Not Change, The Reconstruction Covers The Area Occupied By The Existing Facility. The Planned Reconstruction Of The Jni 01016087 Bridge On The Wolanka River Includes Strengthening And Widening The Bridge Deck And Adapting It To The Designed Cross-Section Of The Road Along Which It Is Located. Reconstruction Works Will Be Carried Out Within The Existing Road. General Characteristics Of The Facility The Roadway On The Bridge Has A Cross-Roof Slope Of 2.0%, The Sidewalk Cap Intended For Pedestrian Traffic Has A Transverse Slope Of 3%, And The Narrow Cornice Cap Has A Transverse Slope Of 4%. Barrier Handrails With Min. Height Of 1.10 M, Measured From The Reference Level In Accordance With The Regulation Of The Minister Of Infrastructure Of July 3, 2003 On Detailed Technical Conditions For Road Signs And Signals As Well As Road Traffic Safety Devices And The Conditions For Their Placement On Roads (Consolidated Text Of September 9, 2019 (Journal Of Laws Of 2019, Item 2311). The Facility Is Located On A Straight Line In The Plan. The Road Axis Grade Line In A Longitudinal Section It Runs With A Slope Of 0.5% Towards The Town Of Sienno. Technical Parameters Of The Facility (Designed Condition): General Data: Total Length (With Wings): Lc = 18.59 M Length Of The Supporting Structure: Lk = 12.47 M Total Width; Bc = 9.62 M Usable Width Bu = 8.66 M - Within The Barrier Railing Horizontal Light Of The Bridge Surface = 11.37 M Road Width Bj = 6.00 M Pavement Width 2.0 M, Strip 0.30 M, Static System Simply Supported Beam Obstacle Wolanka River Angle Of Intersection Of The Road Axis And The Obstacle Axis 68°
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