Tenders Are Invited For Performing Partial Renovation, Surface Consolidation Of The Surface And Repairing Breakthroughs In Municipal And Internal Roads In The Brzostek Commune - As Indicated In 2026

The Subject Of The Order Is: 1) Performing Partial Renovation Of Bituminous Surfaces With A Mineral-Asphalt Mass From The Paving Machine As Indicated (Hot) Without Cutting Out The Edges - As Indicated, Consisting Of: Manual Filling Of Defects In The Surface With The Thickness Of The Wearing Course, Leveling Layer And Base Layer, I.E. Filling The Loss Of Asphalt Layers With A Mineral-Asphalt Mixture From The Paving Machine With An Average Thickness Of 7 Cm After Cleaning The Defect And Sprinkling It, And In Places Where The Asphalt Surface And Sub-Base Are Damaged - Supplementing The Sub-Base With A 5 Cm Thick Crushed Stone Mixture, Mechanically Compacting The Mineral-Asphalt Mixture And Covering The Edges With Asphalt (Sealing After Placing The Mass). 2) Repair Of Breakthroughs In Bituminous And Gravel Surfaces Of Municipal And Internal Roads As Indicated, Consisting Of: In Bituminous Surfaces: Excavation 60 Cm Deep, With Excavation Up To 1 Km, Making A Drainage Layer Of Gravel 27 Cm, Making A Base Of Crushed Stone 25 Cm, Bituminous Surface 4 Cm Profiling Layer + 4 Cm Layer Abrasive, Mechanical Compaction Of The Mineral-Asphalt Mixture And Coating The Edges With Asphalt, Filling The Roadside With A Mixture Of Crushed Stone With A Fraction Of 0-31.5 And A Thickness Of 8 Cm; On A Gravel Surface: Excavation 60 Cm Deep, With Removal Up To 1 Km, Construction Of A 35 Cm Drainage Layer Of Crushed Stone, Construction Of A 25 Cm Crushed Stone Foundation, Filling The Roadside With Aggregate, Top Layer, After Compaction 10 Cm. Bituminous Surfaces Of Municipal And Internal Roads According To The Indications, Consisting Of: - (Washed Stone Grits, Dimensions 2-5 Mm, Amount Of Aggregate 8 Dm3/M2 - Single Surface Emulsion Consolidation) - As Indicated - (Washed Stone Grits, Dimensions 4-8 Mm, Aggregate Quantity 13 Dm3/M2 - Double Surface Emulsion Consolidation) - According To The Indications4) Making An Overlay Of Bituminous Mass With A Spreader, Consisting Of: - Mechanical Cleaning And Sprinkling With Asphalt Emulsion, Bituminous Surface 4 Cm Profiling Layer + 4 Cm Wearing Course, Mechanical Compaction Of The Mineral-Asphalt Mixture And Coating The Edges With Asphalt, Filling The Roadside With A Mixture Of Crushed Stone Of Fraction 0-31.5 At A Thickness Of 8 Cm According To The Indications;