Tenders Are Invited For Renovations Of Mineral And Bituminous Surfaces Of Municipal Roads In 2026 in Poland

Work Detail

1.1 The Subject Of The Order Is The Execution Of The Task Entitled: Renovations Of Mineral And Bituminous Surfaces Of Municipal Roads In 2026 - In Accordance With The Offer Cost Estimate In Annex No. 11 Description Of The Subject Of The Order - Detailed Technical Specification. 1.2. The Execution Of The Works Will Include, Among Others: 1. Hot Partial Renovation Of Bituminous Surfaces According To The Technology: - Cutting Out The Damaged Surface, - Cleaning And Sprinkling Bitumen On The Bottom And Edges Of The Repaired Area, - Laying Bituminous Mass, - Mechanical Compaction Of The Mixture + Sprinkling With Emulsion And Backfilling With Aggregate Over The Place Of Connection With The Existing Surface Along With Rolling, 2. Hot Partial Renovation Of Bituminous Surfaces According To The Technology: - Cleaning Of The Renovated Surface, - Sprinkling With Emulsion, - Laying Bituminous Mass, - Mechanical Compaction + Sprinkling With Emulsion And Backfilling With Aggregate Over The Place Of Connection With The Existing Surface Along With Rolling, 3. Hot Partial Renovation Of Bituminous Surfaces According To Technology: - Milling Of The Renovated Surface, - Cleaning Of The Renovated Surface, - Sprinkling With Emulsion, - Laying Bituminous Mass With Layer Thickness: 4, 5, 6 Cm, - Mechanical Compaction + Sprinkling With Emulsion And Backfilling With Aggregate Over The Place Of Connection With The Existing Surface Along With Rolling, 4. Partial Renovation Of Bituminous Surfaces (Rakowina) Using Asphalt Emulsion And Grits According To The Technology: A/ Single: - Cleaning Of The Renovated Surface, - Sprinkling With Emulsion, - Spreading Of Grits 4-6.3 Mm, B/ Double: - Cleaning Of The Renovated Surface, - Sprinkling With Emulsion, - Spreading Of Grits 4-6.3 Mm And 6.3-10 Mm, C/ Cleaning Cracks And Flooding - Filling The Surface Cracks With Grout.5. Construction Of A Wearing Course Of Mineral And Bitumen Mass With A Layer Thickness Of 3, 4, 5 Cm.6. Vertical Adjustment Of A Sewer Manhole And Sewage Grate Using A Reducing Ring.7. Vertical Regulation Of A Sewer Manhole For Underground Facilities - Sewage Grates Based On Knr 2-31 1406-02.8. Vertical Regulation Of Sewage Manholes For Underground Facilities, Sewer Manholes Based On Knr 2-31 1406-03.9. Making A Binding Layer Of Mineral And Bituminous Mass With A Layer Thickness Of 3.4 Cm.10. Reinforcement Of The Crushed Stone Foundation For The Mineral-Bituminous Surface, The Thickness Of The Crushed Stone Layer With Crushed Aggregate, Thickness. Layers - 5 Cm And For Each Additional 1 Cm Of Thickness11. Partial Renovation With Grit And Emulsion Using A Renovation Machine.12. Filling The Roadside With Crushed Stone: - Cleaning The Completed Section, - Placing Crushed Aggregate, - Mechanical Rolling.13. Making A Layer Of Wedges 5-25 Mm Thick. 5 Cm, Pouring With Modified Quick-Setting Asphalt Emulsion In The Amount Of 3.0 Kg/M2, Backfilling With 8-11 Mm Grit In The Amount Of 15 Kg/M2.14. Construction Of A Curb Drain Fr

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