Tenders Are Invited For Renovation Of Municipal Roads Managed By The Kępno Commune

The Subject Of The Order Is The Performance Of Road Works As Part Of The Renovation Of Municipal Roads In The Kępno Commune. The Order Covers Four Location And Technological Scopes, Which Should Be Treated Collectively As The Subject Of This Opz, While Maintaining Separate Quantities And Parameters Indicated For Individual Locations.2. Division Of The Scope Of Worksscope Location / Name Basic Nature Of The Works1 Roadside - Overlay Asphalt Overlay On A Section Of Approx. 1,000 Km2 Roadside - Roadsides Hardening Of Roadsides With Aggregate On An Area Of ​​1,500 M23 Aspen Trees Asphalt Overlay On A Section Of Approx. 0.700 Km, Including Roadsides4 Kępno, Ul. Tęczowa Reconstruction Of The Road Structure On A Section Of Approx. 0.060 Km / 300 M23. Detailed Material Scope3.1. Graveyard - Construction Of An Asphalt Overlay1) Measurement Works - 1,000 Km;2) Vertical Adjustment Of Underground Equipment Manholes - 15 Pcs.;3) Partial Renovation Of The Bituminous Surface - 35 T;4) Cleaning And Sprinkling The Surface With Asphalt Emulsion - 4,000 M2;5) Leveling Layer Of A Mineral-Asphalt Mixture, Ac 11W Kr1-2, Thickness After Compaction 2 Cm - 4,000 M2;6) Cleaning And Interlayer Sprinkling - 4,000 M2;7) Wearing Course Made Of Mineral-Asphalt Mixture, Ac11s Kr1-2, Thickness After Compaction 4 Cm - 4,000 M2.3.2. Cutting Pit - Roadside Hardening1) Removal Of Topsoil From Turf - 1,500 M2;2) Mechanical Profiling And Compaction Of The Subsoil - 1,500 M2;3) Earthworks - 225 M2;4) Layer Of Crushed Aggregate 0/31.5 Mm (Granite), Thickness After Compaction 15 Cm - 1,500 M2.3.3. Osiny - Overlay With Roadsides1) Measurement Works - 0.700 Km;2) Vertical Adjustment Of Underground Equipment Manholes - 15 Pcs.;3) Partial Renovation Of Bituminous Surface - 30 T;4) Cleaning And Sprinkling Of The Surface - 2,800 M2;5) Mma Leveling Layer, 2 Cm Thick - 2,800 M2;6) Interlayer Cleaning And Sprinkling - 2,800 M2;7) Mma Ac11s Kr1-2 Wearing Course, Thickness 5 Cm - 2,800 M2;8) Topsoil Removal - 700 M2;9) Earthworks - 105 M2;10) Profiling And Compaction Of The Subsoil - 700 M2;11) Crushed Aggregate Layer 0/31.5 Mm (Granite), Thickness 15 Cm - 700 M2.3.4. Kępno, Ul. Tęczowa - Reconstruction Of The Road Structure1) Measurement Works - 0.060 Km;2) Earthworks - 120 M2;3) Profiling And Compaction Of The Subgrade - 300 M2;4) Lower Layer Of Foundation Made Of Crushed Aggregate 0/63 Mm (Granite), Thickness 15 Cm - 300 M2;5) Upper Layer Of Foundation Made Of Crushed Aggregate 0/31.5Mm (Granite), Thickness 8 Cm - 300 M2;6) Cleaning And Sprinkling The Foundation With Asphalt Emulsion - 300 M2;7) Wearing Course Of The Ac 11S Kr1-2 Mineral-Asphalt Mixture, Thickness 5 Cm - 300 M2.5. Common Requirementsthe Works Should Be Performed In Accordance With The Principles Of Technical Knowledge, Relevant Regulations, Current Standards And Technical Documents Applicable To A Given Product Or Technology. Before Starting The Works, The Contractor Will Verify The Terrain Conditions, Elevations And Technical I