Tenders Are Invited For Reconstruction (Modernization) Of Municipal Roads In The Nowodwór Commune In 2026. in Poland

Work Detail

The Subject Of This Order Is The Reconstruction (Modernization) Of Municipal Roads In The Nowodwór Commune On The Following Roads: 1. Reconstruction Of The Municipal Road No. 119006L In The Town Of Grabowce Dolne From Km 0+000 To Km0+446. The Scope Of Works Includes: - Measurement Works For Linear Earthworks - Road Routes In Plain Terrain Together With The Performance Of An As-Built Geodetic Inventory; - Removal Of A Layer Of Fertile Soil (Topsoil) Up To 15 Cm Thick Using Bulldozers Under The Road Surface Layers From Transfer Under Dirt Roadsides And Removal Of Excess Rubble. - Milling Of Bituminous Surface With A Thickness Of Up To 4 Cm With The Transfer Of Excavated Material To The Roadsides (Inclusion In Asphalt Surfaces); - Deep Troughs. 30 Cm Made In Soil Of Categories Ii-Iv On Road Widenings With Removal Of Excess Excavated Material - Profiling And Compaction Of The Subsoil Performed Mechanically In Soil Of Categories Ii-Iv For Construction Layers On The Widening - Foundation Made Of Cement-Stabilized Sand With Rm=5Mpa, Layer With A Thickness Of 15 Cm After Compaction On The Widening; - Upper Layer Of The Foundation Made Of Crushed Dolomite Aggregates 0/31.5 Mm With A Thickness Of 15 Cm After Compaction; - Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M² On The Base Made Of Crushed Aggregates And Between Layers; - Leveling The Existing Asphalt Surface With A Mineral-Bituminous Asphalt Mixture Ac 11W Kr 1-2 Mechanical In An Amount Of 75 Kg/M2; - Surfaces With Mineral-Bituminous Mixtures Asphalt Ac 11S Kr 1-2 With A Thickness After Compaction Of 3 Cm (Wearing Layer); - Spreading The Soil From The Stockpile Lying Along The Edge Of The Road With Possible Delivery Of Missing Soil And Mechanical Compaction - Shaping Of Earth Shoulders; - Vertical Adjustment Of Wells For Water Supply Valves; 2. Reconstruction Of Municipal Road No. 103043L In The Town Of Grabowce Górne From Km 0+767 To Km 0+828 And From Km 0+941 To Km 1+208 And From Km 1+258 To Km 1+550. The Scope Of Works Includes: - Measurement Works For Linear Earthworks - Road Route In Plain Terrain; - Removal Of A Layer Of Fertile Soil (Topsoil) With A Thickness Of Up To 15 Cm Using Bulldozers Under The Road Surface Layer With Transfer To The Ground Shoulders; - Milling Of Bituminous Surface With A Thickness Of Up To 4 Cm With The Transfer Of Demolition Material Under The Roadsides At The Junctions With Asphalt Surfaces; - Mechanical Cleaning Of Bituminous Road Surfaces; - Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M² Of The Existing Asphalt Surface And Between Layers; - Leveling The Existing Asphalt Surface With The Ac 11W Kr 1-2 Asphalt Mineral-Bituminous Mixture, Mechanical, In The Amount Of 75 Kg/M2; - Surface With Ac 11S Kr 1-2 Asphalt Mineral-Bituminous Mixtures, With A Thickness Of 3 Cm After Compaction (Wearing Layer); - Spreading The Soil From The Stockpile Lying Along The Edge Of The Road Along With The Delivery Of Missing Soil And Compaction Mechanical - Sha

Contact Information