GTR 112537651

Tenders Are Invited For Construction Of A Municipal Access Road To Agricultural Land No. 109875L In Płonka Poleśna On Plot No. 144/2

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
112537651
Tendering Authority
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Tender No
SZ.271.3.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of A Municipal Access Road To Agricultural Land No. 109875L In Płonka Poleśna On Plot No. 144/2
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
15-05-2026 Closed
Work Detail
4.1. The Subject Of The Order Are Construction Works As Part Of The Investment Project Titled: Construction Of A Municipal Road Access To Agricultural Land No. 109875L In The Town Of Płonka Poleśna On Plot No. 144/2. 4.2. The Scope Of The Task Includes The Construction Of Municipal Road No. 109875L From Km 2+504 To Km 2+854 In The Town Of Płonka Poleśna On Plot No. 144/2 Within The Registration Area Of Płonka Poleśna, Unit Cadastral Road Rudnik. The Scope Of Works Includes In Particular: - Preparatory Works - Widenings - Road Surface - Shoulders - Exits - Finishing Works - Vertical Markings. The Designed Road Width Of The Municipal Road Is 3.5 M. The Designed Width Of The Shoulders Is 0.75 M. Road Surface Structure: A) 4 Cm - Wearing Surface Made Of Asphalt Concrete Ac 11 S 50/70 Kr 1-2 Acc. To Wt-2:2010, B) Sprinkling With Quick-Disintegrating Asphalt Emulsion C 60 B 3 Zmemulsion Dosage 0.4 Kg/M2, Remaining Asphalt 0.24 Kg/M2c) 5 Cm - Binder Mortar Made Of Asphalt Concrete Ac 11 W 50/70 Kr 1-2 Acc. Wt-2: 2010, D) Sprinkling With Slow-Degrading Asphalt Emulsion C 60 B 10 Zm/Emulsion Dosing 0.7 Kg/M2, Remaining Asphalt 0.42 Kg/M2, E) Min. Wt-4: 2010, F) Existing Road Surface Structure. Road Edge Support Structure: A) 30 Cm - Auxiliary Subbase Made Of A Mixture Of Unbound Aggregates 0/63 Kr 1-2 According To Wt-4: 2010, B) Subsoil. Roadside Surface Structure: A) 10 Cm - Surface Made Of A Mixture Of Unbound Aggregate 0/31.5 Kr 1-2 Acc. Wt-4:2010.B) Subsoil. Drainage: Drainage Of The Road By Soaking Into The Shoulders And Unpaved Surfaces Of The Road. The Designed Transverse Slope Of The Road And The Transverse Slope Of The Shoulder Will Ensure Efficient Drainage Of Water From The Road. Rainwater Will Be Managed Within The Road. Shoulders: Construction Of The Shoulders From A Mixture Of Unbound Aggregate. Basic Width. On Both Sides Of The Roadsides Will Be 0.75 M.
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  • Tendering Authority
  • Publication Document (Tender Document / Tender Notice)
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