GTR 111169976
Tenders Are Invited For Documentation - Reconstruction Of District Road No. 1183G From Km 4+730 To 5+490 And From Km 5+545 To Km 7+710
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
111169976
Tendering Authority
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Tender No
zdp.2611.4.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Documentation - Reconstruction Of District Road No. 1183G From Km 4+730 To 5+490 And From Km 5+545 To Km 7+710
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
08-04-2026
Closed
Work Detail
Scope Of The Order: Includes The Preparation Of A Construction And Executive Design Together With Tender Materials For The Task: Reconstruction Of District Road No. 1183G From Km 4+730 To 5+490 And From Km 5+545 To Km 7+710 - District Road No. 1183G From The District Border, 2.925 Km Long (Excluding The Bridge On The Łeba River), Divided Into Full-Time Positions: - Stage I Completion By November 15, 2026, Worth No More Than Pln 50,000.00, - Stage Ii Completion By November 15, 2027 (Scored), November 30, 2027 (Final), Remaining Order Value. The Existing Dp 1183G Surface Is In Poor Technical Condition With Numerous Cracks, Defects And Potholes, Deformations And Broken Edges. It Runs Through Agricultural And Forest Areas And Is Located On Low-Bearing Soil, Which Causes Significant Degradation Of The Surface And Loss Of Its Load-Bearing Capacity. The Ordering Party Attached A Geotechnical Opinion Prepared By Ms-Geotechnika Marcin Sylka. The Road Is Approximately 5.0 M Wide, Without Hardened Shoulders. Design Assumptions: District Road No. 1183G Runs Through Undeveloped Areas In This Section. The Existing Road Is Narrow And Has Some Exits. The Reconstruction Of The Road Involves Strengthening The Road Structure, Widening And Hardening The Shoulders, And Building Hardened Exits Within The Road. Horizontal And Vertical Markings Will Be Made. Management Of Rainwater In The Existing Road Lane Into Evaporation Ditches. The Ordering Party Suggests The Construction Of A Flexible Structure: Corrective Milling, Leveling Of The Existing Sma 16 Jena Roadway With An Average Weight Of 200 Kg/M2, Anti-Cracking Mesh, Ac11s Wearing Course 4 Cm Thick. The Final Decision On The Construction, Reinforcement Of The Existing Road And Widening Will Be Made By The Documentation Contractor. Design Assumptions: • Class Z Road, Category Kr 3-4; • Road Width: 6.00 M; • Hardened Shoulder 1.00 M Wide With Kłsm; • Securing The Edges Of The Road On Internal Curves And Exits With Resistors; • Drainage Of Water On The Surface To Existing Evaporation Ditches;; • Construction Of Hardened Exits Within The Road; • Construction Of Vertical And Horizontal Markings: Thick-Layer Structural; • Cleaning Of Existing Ditches And Profiling Of Slopes; • Construction Of A Service Channel Or Obtaining An Exemption From The Obligation To Locate A Service Channel; • Implementation Of Industry Agreements; • Identification Of Trees For Felling.
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