Tenders Are Invited For Current Maintenance Of District, Municipal And Internal Roads Located In The Koluszk ... in Poland

Work Detail

1) The Subject Of This Order Is The Ongoing Maintenance Of District, Municipal And Internal Roads Located In The Koluszki Commune. The Detailed Scope Of Work Includes: 1) Partial Renovation Of Asphalt Surfaces With Cutting Of Mineral-Bituminous Mass With An Average Defect Depth Of 6 Cm, 2) Filling Of Gaps, Cracks, Expansion Joints In Bituminous And Concrete Surfaces With Hot Asphalt, 3) Emergency Protection By Filling The Defect In The Road, Street With Paved And Unpaved Surface Constituting A Direct Threat To Road Traffic Within 2 Hours Of Reporting, 4) Emergency Removal Of Road Hazards In The Form Of Broken Trees, Branches, Tires And Other Parts Or Loads Left In The Road, Including Disposal 5) Saw Cutting Of Bituminous Surfaces With A Thickness Of 5 - 15 Cm, 6) Partial Renovation Of Crushed Stone Roads To A Depth Of 10 Cm. Contractors Material.7) Milling Of Bituminous Surface With A Road Milling Machine. 5-10 Cm. The Demolition Material Is The Property Of The Ordering Party. Loading And Transport Of Reclaimed Material At A Distance Of Up To 10 Km.8) Partial Renovation Of Defects (Patcher)9) Single Surface Consolidation Of Roads With Emulsion And Grit. Modified Emulsion, 2/5 Washed Basalt Grit10) Double Surface Consolidation Of Roads With Emulsion And Grits. Modified Emulsion, 2/5 Washed Basalt Grit, 11) Preparation Of A Leveling Layer Of Bituminous Mass With A Thickness Of 1 Cm - To 2 Cm. 12) Preparation Of A Bitumen Overlay By Sprinkling The Road Surface With Asphalt And Laying A Surface Of Mineral And Bituminous Mixtures With A Thickness Of 5 Cm. Surface For Traffic Kr- 3.13) Laying The Surface With Paving Stones, Thickness. 8 Cm (Brick Pattern 10 Cm X 20 Cm) On A Sand Bed With Joints Filled With Sand. Contractors Material (The Type Of Cubes Approved By The Ordering Party),14) Mechanical Compaction Of The Subgrade For The Foundation,15) Construction Of The Foundation By Making Trenches To A Depth Of 40 Cm, A Drainage Layer 20 Cm Thick, A Foundation Made Of Crushed Stone (Dolomite Or Other Hard Rock) With A Layer Thickness Of 20 Cm After Compaction, Along With The Removal And Disposal Of The Excavated Material,16) Construction Of The Foundation With A Mixture Of Cement-Stabilized Soil, 20 Cm Thick, 17) Construction Of An Additional Layer Of Crushed Stone Foundation, Thickness. 10 Cm (Execution For Questionable Soil), 18) Replacement Of Damaged Concrete Curbs (15 Cm X 30 Cm X 100 Cm) On A Concrete Footing With Resistance. Contractors Material,19) Replacement Of Damaged Embedded Concrete Curbs (15 Cm X 22 Cm X 100 Cm) On A Concrete Footing With Resistance. Contractors Material.20) Replacement Of Damaged Embedded Concrete Curbs (20 Cm X 30 Cm X 100 Cm) On A Concrete Footing With Resistance. Contractors Material21) Replacement Of Damaged, Laying Of New Sidewalk Edges (8 Cm X 30 Cm X 100 Cm) On A Cement-Sand Ballast In A Ratio Of 1:3. Contractors Material,22) Renovation Of The Surface Made Of Yomb Boards With Dimensions (75 Cm X 100 Cm X 12.5 Cm) O

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