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

The Subject Of The Contract Is: 1) The Renovation Of Partial Bituminous Pavement With Mineral -Asphalt Mass From The Surroundings According To The Indications (Hot) Without Cutting The Edge - According To The Indication, Consisting Of: Replenishing Manual Defects In The Surface With The Thickness Of The Abdominal, Equalization And Foundation, I.E. Filling The Loss Of Asphalt Layers With A Mineral Mix - Asphalt From The 7Cm Medium-Thickness Surrounding After Prior Cleaning And Sprinkling, And At The Places Where The Asphalt Surface Is Caused-Supplementing The Foundation With A Broken Stone Mixture 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 Pavements Of Municipal And Internal Roads According To The Indications Consisting Of :: In Bituminous Surface: Execution Of A Trench Deep 60 Cm, With Export To 1Km, Execution Of A Drainage Layer From A Bed Of 27 Cm, Making A Foundation From A 25 Cm Crushed Stone, Bituminous Surface 4 Cm Mechanical Density Of The Mineral-Asphalt Mixture And Pouring The Edge Of The Asphalt, Supplementing The Road With A Mixture Of Broken Stone 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 Layer Upper Layer, After Thickening 10Cm.3) Execution With A Renovter, A Surface Consolidation Of The Surface Emulsion And Rinsed With Bituminous. Municipal And Internal Roads According To The Indications Consisting Of: - ((Rinsed Stone Grits, 2-5Mm, Amount Of Aggregate 8Dm3/M2 - Single Surface Consolidation Of Emulsion) - According To Indications - (Rinsed Stone Grits, 4-8 Mm, Amount Of Aggregate 13Dm3/M2 - Double Surface Consolidation Of Emulsion) - According To Indications4) From The Bituminous Mass, A Crimp Consisting In:-Mechanical Cleansing And Sprinkling Asphalt Emulsion, Bituminous Surface 4 Cm Profile Layer + 4 Cm Abrasive Layer, Mechanical Density Of The Mineral-Asphalt Mixture And Pouring The Edge With Asphalt, Supplementing The Roadside Of The Road With A Mixture Of Broken Stone With A Fraction Of 0-31.5 At 8Cm Thickness.