GTR 112733503

Tenders Are Invited For Reconstruction Of District Road No. 2130L In The Town Of Bazar, Commune. Rybczewice

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
112733503
Tendering Authority
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Tender No
WZF.272.8.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of District Road No. 2130L In The Town Of Bazar, Commune. Rybczewice
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
20-05-2026 Closed
Work Detail
1. The Subject Of The Order Is The Reconstruction Of District Road No. 2130L In The Town Of Bazar, Commune. Rybczewice (Task Called Reconstruction Of District Road No. 2130 L In The Town Of Bazar, Rybczewice Commune From Km 0+007.40 To Km 2+173.71 On A Section With A Length Of Approx. 2.17 Km.). 2. The Task Will Be Implemented Under The Funds Of The Government Road Development Fund Planned For 2026 For The Reconstruction Of District Roads.3. Scope Of Works To Be Performed: Reconstruction Of The Road With A Width Of 5.50 M (Width On Curves Max. 6.50 M): - Structure On The Section 0+007.40 - 0+073.75: Wearing Course, Binding And Leveling Layer And Anti-Cracking Fiberglass Mesh; - Structure On The Section 0+073.75 - 2+173.71: Wearing Course, Binding And Leveling Layer, Reinforcing Layer Of Aggregate 0/31.5; - Edge Support Structure: Wearing Course, Binding Layer, Base Layer Made Of An Unbound Mixture, Frost Protection Layer Made Of A Cement-Bonded Mixture. In The Immediate Vicinity Of The Existing Bus Stops, Bus Platforms Are To Be Constructed (Surface With Paving Stones) At Km 1+362 And 1+422. Bus Platforms Connected By A 2.30 M Wide Pedestrian Road Section With A Pedestrian Crossing Containing Supporting Infrastructure For Disabled People. Illumination Of Pedestrian Crossings Using Hybrid Led Street Lamps. Individual Exits On Both Sides Of The Road - Crushed Stone Or Asphalt Concrete Surface In Accordance With The Land Development Plan. 0.75 M Wide Roadsides Made Of Mechanically Stabilized Crushed Aggregate. Development Of Areas Not Covered With Pavements In The Form Of Green Areas. Rainwater Drainage From The Designed Surfaces Through Transverse And Longitudinal Slopes. The Main Recipients Of Rainwater And Meltwater Will Be Evaporation Ditches And Adjacent Green Areas. Elements Of The Bridge Structure Located At Km 0+051.10 Are Subject To Renovation In The Scope Of Renovation Of The Surface With Bituminous Layers, Renovation Of Roadsides Made Of Asphalt Mixture, And Renovation Of Bridge Railings. New Vertical And Horizontal Markings To Be Constructed.4. Basic Road Data: Length Of The Designed Section: 2166.31 M Class Road: L Design Speed: 50 Km/H Cross-Section: Single-Lane Road Cross-Section: Roof-Shaped 2% Road Width: 5.50 M Roadside Width: 0.75 M Traffic Load Category: Kr2 Axle Load: 115 Kn Width Of The Pedestrian Road: 2.30 M5. Basic Works: Preparatory Works, ` • Excavations And Removal Of Excess Soil, • Construction Of Embankments From Transported Soil, • Profiling And Compaction Of The Subsoil, • Execution Of Widenings, • Cleaning And Sprinkling Of Structural Layers, • Construction Of Road Substructure And Surface, • Construction Of Substructure And Surface Of Bus Platforms, Pedestrian Roads, • Topsoiling With Sowing Of Slopes, • Reprofiling Of Ditches With Profiling The Bottom And Slopes, • Setting Curbs And Concrete Edges, • Height Regulation Of Exits, • Horizontal And Vertical Road Markings, • Lighting The Pedestrian Crossing With Hybrid
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