GTR 118304567
Tenders Are Invited For Construction Of A Road Between Ul. Turystyczna And Ul. Roman Dmowski In Łowicz
ICB — International Competitive Bid
Closes Oct 06, 2026
central europe
Tender Information
GTR Reference
118304567
Tendering Authority
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Tender No
WIiPS.271.2.19.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of A Road Between Ul. Turystyczna And Ul. Roman Dmowski In Łowicz
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
06-10-2026
Work Detail
1. The Subject Of This Procedure Is The Implementation Of The Investment Entitled: Construction Of The Road Between Ul. Turystyczna And Ul. Romana Dmowskiego In Łowicz.2.The Scope Of The Order Includes: 1) Construction Of The Road At Ul. Pałacowa In Łowicz Made Of Concrete Cubes;2) Construction Of A Pavement Made Of Concrete Cubes;3) Construction Of Exits Made Of Concrete Cubes;4) Construction Of A Surface Made Of Integration Cubes At Pedestrian Crossings;5) Construction Of A Bicycle Path Made Of Concrete Cubes;6) Construction Of Street Lighting - Illumination Of The Pedestrian Crossing;7) Construction Of Storm Drains With Concrete Wells;8) Protection Of The Existing Sn Network;9) Introduction Of Permanent Traffic Organization.3.Characteristic Parameters Determining The Size Of The Facility Or The Scope Of Road Construction Works: 1) Technical Parameters Of The Designed Road System: A) Road Length: 51.41 M, B) Road Width: 6.00 M, C) Sidewalk Width: 1.6-4.0 M, D) Bicycle Path Width 2.27-3.00 M, E) Road Cross-Slope: Roof 2%, F) Rainwater Drainage: Surface For The Designed Rainwater Inlets, 2) Types Of Surfaces Of Individual Elements: A) Surface Of Exits, Sidewalk And Bicycle Path: 8 Cm Thick Concrete Cubes, Without Chamfersb) Surface At Pedestrian Crossings: Integration (Indicator) Concrete Cubes, C) Road Surface Of Ul. Palace-Shaped Concrete Cube, 8 Cm Thick, Without Bevels. 3) Structural Arrangement Of Road Elements: The Road Surface Structures Were Adapted To The Expected Load. In Consultation With The Ordering Party, The Structures Of Individual Elements Were Designed In Accordance With The Following Description: A) Roadway Of Ul. Pałacowa: - Phaseless Concrete Paving Stones - Thickness 8 Cm - Cement-Sand Bedding 1:4 - 3 Cm - Foundation Made Of A Mixture Not Bound With Aggregate 0/31.5 Gr. 20 Cm - Auxiliary Foundation Layer Made Of Cement-Stabilized Soil Rm = 2.5 Mpa- 5.0 Mpa Thick. 25 Cm - G1 Category Soil. The Roadway Will Be Bordered On Both Sides With A Concrete Curb (15X30) Cm With A Clearance Of 12 Cm. The Exceptions Are Places Where The Road Connects With Exits (The Frame Will Be A Concrete Curb (15X22) Cm With A Clearance Of 2 Cm), Crossings And Parking Spaces, Where A Concrete Curb (15X22) Cm With A Clearance Of 0 Cm Should Be Placed. At The Connection With Roads With A Concrete Block Surface (Km 0+051.41), A Concrete Retainer (12X25) Cm With A Clearance Of 0 Cm Should Be Placed. B) Sidewalk: - Non-Beveled Concrete Cubes, Thickness. 8 Cm, Cement Ballast - Sand, Thickness. 3 Cm (1:4), - Base Made Of A Mixture Unbound With Aggregate 0/31.5 Gr. 10 Cm, - A Layer Of Improved Base Made Of A Cement-Bound Mixture C1.5/2 - 15 Cm, - Soil Category G1. The Sidewalk Will Be Framed With A Concrete Edge (8X30) Cm. In Places Of Passages And Crossings At The Connection With The Road, A Concrete Curb (15X22) Cm With A Clearance Of 0 Cm Should Be Placed. The Sidewalk Slopes On One Side Towards The Road. C) Individual Exits: - Bevelless Concrete Cubes, Th
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