GTR 102643154

Tenders Are Invited For Reconstruction Of Municipal Road No. 104126 Poręby Dymarskie - Wola Rusinowska - Rusinów

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
102643154
Tendering Authority
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Tender No
ZP.BIF.271.22.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of Municipal Road No. 104126 Poręby Dymarskie - Wola Rusinowska - Rusinów
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
14-10-2025 Closed
Work Detail
Range 1 Of The Municipal Road No. 104126 Poręby Dymarskie- Wola Rusinowska- Rusinów On The Section From Wola Rusinowska Towards Rusinów On The Section Up To 0.999 Km /Plot No. End. 171 Wola Rusinowska /1) Works In The Preparation Of The Area For Construction And Earthworks- Reconstruction Of The Route And High-Rise Points At The Linear Work (Road) Plain Area Together With The As-Built Inventory- 0.999 Km- Execution Of Excavations Mechanically In The Cat. I-Iv, Along With Storage, Layout And Transport Of Soil, Distance Of The Sentence At The Discretion And At The Contractor, Utilization Of The Material In Accordance With The Waste Act- Removing The Top Layer Of Turf, Profiling In The Purpose Inflated Sidewalks, Descending Ditches (50% Of The Mutual)- 859.50M³2) Funding Of Roads- Profiling And Density Of The Substrate Under The Structural Layers Of Surfaces Made Mechanically In The Cat. Ii-Iv- 5 294.70M²- Leveling Of The Existing Surface-Stabilized Surface With A Granite Of 0-31.5 Mm And Average Thick Density 10 Cm (After Accusing The Existing Paved Pavement)-379.62M³3) Works In The Road Surface-Execution Of A Binding Layer From A Mineral-Asphalt Grits-Gravel-Gravel Mixture, Layer Thickness After 5 Cm Compaction (Category Of Movement Kr1-Kr2-Ac 11 In 50/70) Interferatory Using Asphalt Emulsion- 3,596.40 M²- Making The Abrasive Layer From The Asphalt Mixture Of Griss-Gravel, Layer Thickness After A Thickening Of 4 Cm (Category Of Movement Kr1-Kr2- Ac 8 S 50/70) After Prior Inter-Ferry Condensation Using Asphalt Emulsion- 3 496.50 M² )4 )4)) Finishing Works- Execution Of A Foundation Of A Natural Aggregate With A Grainage Of 0-31.5 Mm, Upper Wwa, Layer Thickness After A Thickening Of 15 Cm- Side Of Cat. I-Iv Land, Obtaining Land And Distance Of Delivery As At The Discretion And At The Contractors Expense)-599.40M² Load 2 Of The Municipal Road No. 104126 Poręby Dymarskie-Wola Rusinowska-Rusi-Nów On The Section From Rusinów Towards Wola Rusinowska On The Section Up To 0.999 Km /Plot No. 522 Rusin, 171,172 Wola Rusinowska/1) Works In The Field Of Preparation Of The Area For Construction And Earthworks- Reconstruction Of The Route And Altitude Points At Linear Earth Robots (Roads) In Plain Area Together With The Inventory Of As-Built Geodetic Inventory- 0.999 Km- Execution Of Excavations Mechanically In The Category I-Iv With Storage, Distance Of The Turn At The Discretion And At The Contractors Expense, Utilization Of The Material In Accordance With The Waste Act - Removal Of The Top Layer Of Turf, Profiling In Order To Remove Inheritance, Cutting The Inflated Shoulders, Descending Ditches (50% Of The Mutual) - 637.92 M³2) Funding Of Roads - Profiling And Thickening Of The Substrate Under The Structural Layers Of The Surface. Ii-Iv- 5 537.66M²- Alignment Of The Existing Surface With A Mechanically Stabilized Aggregate With A Grain Of 0-31.5 Mm And Medium Thickness After A Thickening Of 10 Cm (After Prior Accusing Of The Existing Paved Surface)- 397.92M³
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