Tenders Are Invited For Renovations Of The Mineral And Bitumous Pavement Of Municipal Roads In 2025 in Poland

Work Detail

Subject Of The Contract1.1 The Subject Of The Contract Is The Performance Of The Task Entitled: Renovation Of The Mineral And Bullshit Surfaces Of Municipal Roads In 2025- In Accordance With The Offer Cost Estimate, Annex 11 Description Of The Subject Of The Contract- Detailed Technical Specification. 1.2. Performing Works Will Include, Among Others Partial Renovation Of Hot Bituminous Surfaces In/G Technologies:- Cut-Out Of Damaged Surfaces,- Cleaning And Sprinkling With Dna Bitumes And The Edge Of The Renovated Place,- Laying Of Bituminous Mass,- Mechanical Compaction Of The Mixture + Sprinkling Emulsion And Covering With Aggregate Over The Place Of Connection With The Existing Surface With The Existing Surface With The Existing Surface Rolling, 2. Partial Renovation Of Hot Bituminous Surfaces In/G Technologies:- Purification Of The Renovated Surface,- Condensation With Emulsion,- Laying Of Bituminous Mass,- Mechanical Compaction + Condensation Of Emulsion And Crush With Aggregate Over The Place Of Connecting With The Existing Surface With Rolling, 3. Partial Renovation Of Hot Bituminous Pavements In/G Technologies:- Milling Of Renovated Surfaces,- Cleaning Of The Renovated Surface,- Condensation With Emulsion,- Laying Of Bituminous Mass With A Layer Thickness Of: 4.5.6 Cm,- Mechanical Density + Condensation Of Emulsion And Burry Over Aggregate Over Aggregate Over The Place Of Connection With The Existing Surface With Rolling, 4. Partial Renovation Of Bituminous/ Carcinoma Pavements/ Using Asphalt Emulsion And Grys In/ G Technology: A/ Single: - Purification Of Renovated Surfaces, - Condensation Of Emulsion, - Grits Grit 4-6.3 Mm, B/ Double: - Cleaning The Renovated Surface, - Emulsion Sprinkling, - Grits 4-6.3 Mm And 6.3-10 Mm, C/ Cleansing Of The Gaps With Flooding - Flooding With Flooding Mass Of The Surface. 5. Making The Abdominal Layer From A Mineral And Bituminous Mass With A Thickness Of 3, 4, 5 Cm. 6. Vertical Adjustment Of The Sewage Well, Sewage Grille, Using A Reduction Ring. 7. Vertical Adjustment Of The Sewage Well For Underground Devices Of Sewage Grates Based On Knr 2-31 1406-02.8. Vertical Regulation Of The Sewage Well For Underground Canal Hatches Based On Knr 2-31 1406-03.9. Making A Binding Layer With A Mineral And Bituminous Mass With A Thickness Thickness Of 3, 4 Cm.10. Strengthening The Oxidal Foundation For The Mineral And Bituminous Surface Thickness Of The Crushed Layer With Broken Aggregate With A Thickness Of Layers - 5 Cm And For Each Further 1 Cm Thick11. Particular Renovation With Grit And Emulsion Using A Reprinter. 12. Supplementing The Roadside With Crushed Stone: - Cleaning The Completed Section, - Arrangement Of Broken Aggregate, - Mechanical Inventory. 13. Making A Layer From Klińiec 5-25 Mm Gr. 5 Cm, Flooding With Asphalt Emulsion, Fast-Modified Modified In The Amount Of 3.0 Kg/M2, Burning With Grits 8-11 Mm In The Amount Of 15 Kg/M2.14. Making The Sewage Of The Sewage From 2 Rows Of Concrete Cobblestones/

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