Tenders Are Invited For Partial And Small-Scale Renovations With Asphalt Concrete, As Well As Works And Services Related To The Ongoing Maintenance Of Municipal And Internal Roads In The City Of Orzesze - 2026/2027

1. Name Of The Task: Partial And Small-Scale Renovations With Asphalt Concrete, As Well As Works And Services Related To The Ongoing Maintenance Of Municipal And Internal Roads In The City Of Orzesze - 2026/20271.1 Type Of Order: Construction Works. 1.2 The Subject Of The Order Includes: Partial Renovations Of Bitumen Surfaces 1.1 Partial Renovations On Bituminous Asphalt Surfaces, Mineral-Asphalt Mixtures, Manual Cutting Edges (Repair Of Single Surface Damages In The Size Of Light Bituminous Patches, Cobblestones And Clinker Patches With An Area Of Up To 5 M2) -180T1.2 Partial Renovations Of Bitumen Surfaces With Asphalt, Mineral-Asphalt Mixtures, Without Cutting The Edges (Repair Of Single Surface Damages In The Size Of Light Type Bituminous Patches With An Area Of Up To 5 M2) -180T1.3 Temporary Repairs Of The Surface Bitumen Made Cold - Potholes Up To 5 Cm Deep - 15T2. Partial Renovations Of Other Surfaces2.1 Partial Renovations Of Surfaces With An Asphalt Cutter (Or Metallurgical Slag), At A Depth Of Potholes Up To 7 Cm With Mechanical Compaction (Repair Of Single Surface Damages With The Size Of Remaining Patches With An Area Of Up To 10 M2) - 2470 M22.2 Partial Renovations Of Crushed Stone Surfaces With A Depth Of Potholes Up To 7 Cm With Mechanical Compaction Of The Crushed Stone (Repair Of Single Surface Damages With Patches With An Area Of Up To 2 M2) –2470 M23. Subbases3.1 Upper Layer Of Blast Furnace Slag (Or Asphalt Bark), Layer Thickness After Compaction 8 Cm -2500 M23.2 Upper Layer Of Crushed Aggregate Foundation, Layer Thickness After Compaction 8 Cm -350 M23.3 Lower Layer Of Crushed Aggregate Foundation After Density Of 15 Cm -350 M24. Roadsides 4.1 Planting Of Roadsides, Shearing Thickness Up To 10 Cm -350 M24.2 Upper Layer Of Foundation Made Of Blast Furnace Slag (Or Asphalt Bark), Layer Thickness After Compaction 8 Cm P.A. Filling Of Roadsides -500 M24.3 Upper Layer Of Crushed Aggregate Foundation, Layer Thickness After Compaction 8 Cm -350 M25. Repairs Of Asphalt Concrete Surfaces 5.1. Renovation Works - Saw Cutting Of Bituminous Surfaces, Mainly 6-10 Cm - 100 M 5.2. Renovation Works - Milling Of Bituminous Surface Up To Thickness. 7 Cm With Removal Of Demolition Material Up To 1 Km - Analogy: Profiling Milling Of The Existing Road Surface, Local Unevenness - 3400 M25.3. Mechanical Cleaning And Sprinkling With Cold Asphalt Emulsion Of The Base Or Concrete/Bituminous Surface, Emulsion Consumption 0.5 Kg/M2-3400 M25.4. Mechanical Leveling Of The Existing Base Mineral-Bituminous Asphalt Mixture Ac16p - Filling Remaining Gaps After Milling - 50 T5.5. Surfaces Made Of Mineral-Bituminous Asphalt Mixtures - Asphalt Binding Layer Ac 11W - Thickness After Compaction. 4 Cm With The Mixture Transported By Self-Unloading Trucks For A Distance Of Up To 5 Km - 3600 M25.6. Surfaces Made Of Ac8s Asphalt Mineral-Bituminous Mixtures, The Thickness Of The Wearing Course Layer After Compaction Is 3 Cm, With The Mixture Transported With Self-Unloa