GTR 115537301

Tenders Are Invited For Reconstruction Of The Municipal Road - Ul. Szmaragdowa In Jamielnik As Part Of The Implementation Of The Investment Task Titled Construction Of Roads In The Towns Of Jamielnik And Wąpiersk

ICB — International Competitive Bid Closes Jul 27, 2026 — 5 days left central europe
Tender Information
GTR Reference
115537301
Tendering Authority
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Tender No
BiGK.271.1.9.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Municipal Road - Ul. Szmaragdowa In Jamielnik As Part Of The Implementation Of The Investment Task Titled Construction Of Roads In The Towns Of Jamielnik And Wąpiersk
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
27-07-2026 5 days left
Work Detail
1. Description Of The Subject Of The Order: Reconstruction Of The Municipal Road - Ul. Szmaragdowa In The Town Of Jamielnik As Part Of The Implementation Of The Investment Project Entitled: Construction Of Roads In The Towns Of Jamielnik And Wąpiersk.2. As Part Of The Investment Project Involving The Reconstruction Of The Municipal Road - Ul. Szmaragdowa In The Town Of Jamielnik, On Plot No. 134/2, 134/18, 134/24 And 134/31, Jamielnik District, Lidzbark Commune, Działdowo Poviat, The Scope Of Works Was Adopted As Follows: 1) Description Of The Existing Conditionthe Existing Municipal Road Provides Access To The Surrounding Buildings (Detailed Route In The Graphic Attachment). The Length Of The Section Is Approximately 491.8 M. Existing Technical Parameters: - Width 5.00 M With Approx. Narrowing Up To ~ 3.00 M - Surface Drainage - Gravel And Crushed Stone Surface. The Existing Road Has A Damaged Gravel And Crushed Stone Surface. The Surface Shows A Local Loss Of Load-Bearing Capacity, Manifested By Breakthroughs, Ruts, Holes And Ponding Of Water Caused By Precipitation, Which Makes Access To Single-Family Houses Difficult. Lack Of Proper Transverse Profile, Which Hinders Drainage And Makes Proper Maintenance Difficult In Spring And Autumn. The Surface Drainage Is Carried Out Through Surface Runoff Of Rainwater Onto Adjacent Green Areas And Into Existing Roadside Ditches.2) Designed Scope Of Reconstructiona) Land Development - Regulation Of Geometric Parameters Of The Road - Construction Of A Riverbed - Construction Of A Drainage Layer Made Of Sand, Thickness. 10 Cm - Making The Subbase Of Mechanically Stabilized Crushed Aggregate Of Fraction 0/63, Thickness. 20 Cm - Making The Surface Of Concrete Paving Stones, Thickness. 8 Cm On A Cement-Sand Ballast With A Thickness Of 3Cm - Making Slopes From Concrete Paving Stones, Thickness. 8 Cm On Cement-Sand Ballast And On Base Layers Analogous To Those For The Entire Road Surface - Construction Of A Roadside Made Of Crushed Stone - Adjustment And Improvement Of Drainage - Cleaning Works Including The Installation Of Greenery3) Designed Technical Parametersa) Technical Parameters - Road Width 5.00 M - Roadside Width 0.75 M - Road Surface Surface Made Of Concrete Paving Stones - Roadside Surface Crushed Stone Surface - Surface Drainage On Unpaved Roadsb) Road Surface Structure - Subsoil - G1 - Drainage Layer - Drainage Layer Made Of Sand, Thickness 10 Cm - Foundation - Foundation Layer Made Of Mechanically Stabilized Crushed Aggregate, Thickness. 20 Cm - Surface - Concrete Paving Stones, Thickness. 8 Cm On A Cement-Sand Ballast With A Thickness Of 3 Cm. - Roadsides - Compacted Soil, 0.75 M Wide (Local Narrowings) With A Layer Of Crushed Stone) Entrance Structure - Subsoil - G1 - Drainage Layer - Drainage Layer Of Sand, Thickness. 10 Cm - Foundation - Foundation Layer Made Of Mechanically Stabilized Crushed Aggregate, Thickness. 20 Cm - Surface - Concrete Paving Stones, Thickness. 8 Cm On A Cement-Sand Balla
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  • Publication Document (Tender Document / Tender Notice)
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