GTR 95398567

Tenders Are Invited For Construction Of Partial Bituminous Pavements And Repairing Repair Of Municipal And Internal Roads In The Municipality Of Brzostek - According To The Indication In 2025

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
95398567
Tendering Authority
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Tender No
IZP.271.6.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of Partial Bituminous Pavements And Repairing Repair Of Municipal And Internal Roads In The Municipality Of Brzostek - According To The Indication In 2025
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
30-04-2025 Closed
Work Detail
1) Performing A Partial Repair Of Bituminous Surfaces With Mineral And -Asphalt Mass From The Surroundings According To The Indications (Hot) Without Cutting The Edges - According To The Indication, Consisting Of: Replenishing Manual Defects In The Surface With The Thickness Of The Abrasive, Compensatory And Foundation, I.E. Filling Asphalt Layers With A Mineral Mixture - Asphalt Medium 7Cm Surrounding Surroundings After Prior Clearing Of The Loss And Sprinkling, And In The Places Where The Asphalt Pavement Is Defect, With The Foundation-Supplementing The Foundation With A Mixture Of Broken Stone With A Fraction Of 4-31.5 At 5 Cm Thick Mechanical Density Of The Mineral-Asphalt Mixture And Pouring The Edge Asphalt (Sealing After Laying The Mass). 2) Repairing The Breakthroughs Of Bituminous And Gravel Surfaces Of Municipal And Internal Roads According To The Indications: In The Bituminous Surface: Execution Of The Excavation Deep 60 Cm, With Export To 1Km, Execution Of The Drainage Layer From A 27 Cm Common, Construction Of A 25 Cm Stone, Bituminous Surface 4 Cm Profile Layer + 4 Cm Mineral-Asphalt Mixtures And Pouring The Edge Asphalt, Complement The Roadside With A Broken Stone Mixture With A Fraction Of 0-31.5 At 8Cm Thick; On The Gravel Surface: 60 Cm Deep Excavation, With Export To 1Km, Execution Of A Drainage Layer From A 35 Cm Common, 25 Cm Foundation, Supplementing The Roadside With Aggregate, Upper Layer, After A Thickening Of 10Cm.3). Making A Reproduction Of Surface Consolidation With Asphalt Emulsion And Rinsed By The Bituminous Surfaces Of Municipal And Internal According To The Indications ((Rinsed Stone Grits, 2-5Mm, Amount Of Aggregate 8Dm3/M2 - Single Surface Consolidation Of Emulsion) - According To The Indications - ((Rinsed Stone Grits 4-8 Mm, The Amount Of Aggregate 13Dm3/M2 - Double Surface Consolidation Of Emulsion) - According To Indications4). Making An Overlay From The Bituminous. Spring With Asphalt Emulsion, Bituminous Surface 4 Cm Profile Layer + 4 Cm Abrasive Layer, Mechanical Density Of The Mineral-Asphalt Mixture And Pouring The Edge Asphalt, Supplementing The Roadside With A Mixture Of Broken Stone With A Fraction Of 0-31.5 At A Thickness Of 8Cm According To Indications;
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