Tenders Are Invited For Reconstruction Of Municipal Road No. 102688L In The Town Of Orle Gniazdo From Km 1+6 ... in Poland

Work Detail

1. The Subject Of The Order Is The Performance Of Construction Works Consisting In The Reconstruction Of Municipal Road No. 102688 L In The Town Of Orle Gniazdo From Km 1+605 To Km 2+604. The Scope Of Construction Works Planned To Be Carried Out Will Be Carried Out On The Plot With Registration Number 1403 In The Registration Area 0012 - Krzywda And On The Plot With Registration Number 161 Within Registration Number 0016 – Orle Gniazdo.2.The Scope Of Construction Works Includes, Among Others: 1) Preparatory Works; - Measurement Works For Linear Earthworks - The Route Of Roads In Plain Terrain Together With The Preparation Of Post-Construction Geodetic Inventory; - Milling Of A Bituminous Surface Up To 4 Cm Thick With Transfer Of Excavated Material To The Roadsides (Inclusion In Asphalt Surfaces); - Removal Of A Layer Of Fertile Soil (Topsoil) Up To 15 Cm Thick Using Bulldozers Under The Roadsides And Widening With Transfer Of Excavated Material Behind The Roadside And Spreading Out; 2) Construction Of The Subgrade;- Construction Of A Trough Up To 35 Cm Deep In Soil Of Categories Ii - Iv Under The Widening Of The Road With Transfer Of Excavated Material Under The Shoulders And Removal Of Excess Excavated Material;- Profiling And Compaction Of The Subgrade Performed Mechanically In Soil Of Categories Ii-Vi For The Construction Layers Of The Road On The Widening;- Execution Of The Lower Layer Of The Subbase Made Of Crushed Dolomite Aggregates 0/31.5 Mm With A Thickness After Compaction Of 15 Cm On The Widening;- Execution Of The Upper Layer Of The Subbase Of Crushed Dolomite Aggregates 0/31.5 Mm With A Thickness After Compaction Of 20 Cm Along The Entire Width Of The Road;3) Execution Of Surface Works;- Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2 Of The Upper Sub-Base Made;- Leveling The Upper Sub-Base With The Ac 16W Kr1-2 Mineral-Bituminous Asphalt Mixture Mechanically In The Amount Of 100 Kg/M2;- Sprinkling The Pavement Leveling Layer With Asphalt Emulsion In The Amount Of 0.5 Kg/M2;- Making The Surface With The Ac 11S Kr 1-2 Asphalt Mineral-Bituminous Mixtures With A Thickness Of Compaction 4 Cm (Wearing Layer); 4) Finishing Works: - Construction Of Roadside Surfaces Made Of Crushed Dolomite Aggregate 0/31.5 Mm - Upper Layer With A Thickness Of 10 Cm After Rolling; - Manual Profiling Of The Area Behind The Roadside; 5) Implementation Of Permanent Traffic Organization - Construction Of Horizontal Road Markings With Chemically Cured Paint - Interrupted Edge Lines, Mechanically Painted P-7C; - Construction Of Vertical Markings - Vertical Road Signs - Posts Made Of Galvanized Steel Pipes With A Diameter Of 60 Mm, Prohibition, Mandatory, Warning And Information Signs; With An Area Of ​​Up To 0.3 M2, Guide Boards U-3C And U-3D;3.The Detailed Scope And Description Of The Subject Of The Order Are Specified In The Design Documentation And Bill Of Quantities, Which Are Annexes To This Swz.4.Additional Conditions For The Implementation Of T

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