GTR 76298755
Tenders Are Invited For Reconstruction Of The Road Network In The Przemyśl Commune In Nehrybka, Grochowce, Krówniki, Hermanowice And Pikulice
ICB — International Competitive Bid
Closed
Central Europe
Tender Information
GTR Reference
76298755
Tendering Authority
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Tender No
IG. 271.3.ZP.2024
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Road Network In The Przemyśl Commune In Nehrybka, Grochowce, Krówniki, Hermanowice And Pikulice
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
22-02-2024
Closed
Work Detail
Description Of The Subject Of The Orderscope 1 1. Reconstruction Of The Internal Road, Plot No. 52 In Hermanowice. Description Of Design Intentions: Road Length: 250 M Road Width: 3.0 M Roadside Width: 0.50 M • Execution Of Measurement And Preparatory Works, • Construction Of Aggregate Substructure Broken, Mechanically Stabilized, Thick. 15.0 Cm, • Making The Surface Of Ac 11 S Asphalt Concrete, Binding Mortar, Thickness. 4 Cm, • Making The Surface Of Ac 16 W Asphalt Concrete, Wearing Surface, Thickness. 4 Cm, • Construction Of Sewage From 15 Cm Thick Concrete Elements On A Cement-Sand Ballast • Construction Of Both Sides Of Roadsides Made Of Stone Material, Thickness. 8 Cm, • Double Surface Consolidation Of The Roadside Surface With Asphalt Emulsion And Stone Grit, • Construction Of An Earth Shelf, • Regulation Of Water And Sewage Facilities, 2. Reconstruction Of The Municipal Road No. 116462 R Nehrybka-Pikulice. Description Of The Design Intentions: Road Length: 383 M Road Width: 4.00 M Roadside Width: 0.50 M • Execution Of Measurement And Preparatory Works, • Desilting Of Ditches, • Demolition Of Surfaces Made Of Mineral-Bituminous Mixtures ,• Construction Of The Foundation From Crushed Aggregates 0/31.5 Mm, Mechanically Stabilized, Thickness. 8 Cm, • Making The Surface Of Ac 11 S Asphalt Concrete, Binding Mortar, Thickness. 6 Cm, • Sprinkling The Binding Layer Of Asphalt Concrete With A Quick-Disintegrating Asphalt Emulsion, • Making A Surface Of Ac 16 W Asphalt Concrete, Wearing Course, Thickness. 4 Cm, • Construction Of Both Sides Of The Roadsides From Stone Material, Thickness. 18 Cm, • Double Surface Consolidation Of The Road Surface With Asphalt Emulsion And Stone Grit, • Construction Of An Earth Shelf And Sowing With Grass. Scope 21. Reconstruction Of The Internal Road, Plot No. 896/1 In The Town Of Krówniki. Description Of The Design Intentions: Road Length: 310 M Road Width: 4.0 M Roadside Width: 0.50 • Execution Of Measurement And Preparatory Works, • Construction Of A Foundation Made Of Stabilized Crushed Aggregates Mechanically About Gr. 15.0 Cm, - Bottom Layer, • Construction Of The Foundation From Mechanically Stabilized Crushed Aggregates, Thickness. 8.0 Cm, - Top Layer, • Making The Surface Of Ac 11 S Asphalt Concrete, Binding Mortar, Thickness. 4 Cm, • Making The Surface Of Ac 16 W Asphalt Concrete, Wearing Surface, Thickness. 4 Cm, • Construction Of Both Sides Of The Roadsides From Stone Material, Thickness. 8 Cm, • Double Surface Consolidation Of The Road Surface With Asphalt Emulsion And Stone Grit, • Construction Of An Earth Shelf, • Regulation Of Water, Sewage And Gas Facilities, 2. Reconstruction Of The Internal Road No. 629 In The Town. Pikulice. (Stage Iii) Description Of Design Intentions: Road Length: 180 M Road Width: 4.0 M Roadside Width: 0.50 • Execution Of Measurement And Preparatory Works, • Construction Of A Base Made Of Mechanically Stabilized Crushed Aggregates, Thickness. 10.0 Cm, • Making The Surface Of Ac 11 S Asphalt Concrete, Binder, Thick. 4 Cm, • Making The Surface Of Ac 16 W Asphalt Concrete, Wearing Surface, Thickness. 4 Cm, • Construction Of Both Sides Of The Roadsides From Stone Material, Thickness. 8 Cm, • Regulation Of Water, Sewage And Gas Devices, 3. Reconstruction Of The Internal Road No. 629 In The Town. Pikulice. (Stage I) Description Of Design Intentions: Road Length: 78 M Road Width: 3.5 M • Execution Of Measurement And Preparatory Works, • Demolition Of The Surface Made Of Hexagonal Road Slabs, • Demolition Of Road Curbs, • Reconstruction Of A Concrete Street Sewer With A Diameter Of 500 Mm, • Construction Of A Base Made Of Natural Aggregate Stabilized With Cement, Thickness: 20 Cm, • Making The Substructure Of Crushed Aggregates 0/31.5 Mm, Mechanically Stabilized, Thickness. 20.0 Cm, • Making The Surface Of Ac 11 S Asphalt Concrete, Binding Mortar, Thickness. 6 Cm, • Sprinkling The Binding Layer Of Asphalt Concrete With A Quick-Disintegrating Asphalt Emulsion, • Making A Surface Of Ac 16 W Asphalt Concrete, Wearing Course, Thickness. 4 Cm, • Placing Concrete Curbs With Dimensions Of 15X30 Cm And Constructing Concrete Footings With Resistance, • Constructing An Earth Shelf With Grass Sowing.4. Reconstruction Of The Municipal Road No. 286 In Nehrybka. Description Of The Design Intentions: Road Length: 380 M Road Width: 3.00 M Roadside Width: 0.50 M • Execution Of Measurement And Preparatory Works, • Demolition Of Solid Reinforced Concrete Slab Surfaces And Concrete Surfaces ,• Demolition Of The Surface Made Of Concrete Paving Stones, • Construction Of Sewage From Prefabricated Concrete Elements 60X50x15 Cm On A Footing, • Reconstruction Of A Concrete Street Sewer, • Construction Of A Substructure Made Of Crushed Aggregates 0/31.5 Mm, Mechanically Stabilized, Thickness. 20 Cm, • Making The Surface Of Ac 11 S Asphalt Concrete, Binding Mortar, Thickness. 6 Cm, • Sprinkling The Binding Layer Of Asphalt Concrete With A Quick-Disintegrating Asphalt Emulsion, • Making A Surface Of Ac 16 W Asphalt Concrete, Wearing Course, Thickness. 4 Cm, • Construction Of Both Sides Of The Roadsides From Stone Material, Thick. 30 Cm, • Double Surface Consolidation Of The Road Surface With Asphalt Emulsion And Stone Grit, • Vertical Adjustment Of Water And Sewage Wells, • Construction Of Road Exits. 5. Reconstruction Of The Internal Road, Plot No. 193 In Grochowce. Description Of The Design Intentions: Road Length: 122 M Road Width: 3.00 M Side Width: 0.50 M • Execution Of Measurement And Preparatory Works, • Construction Of A Culvert From Pvc Fi-400 Pipes Mm Sn8, 6 M Long, • Construction Of The Substructure From Crushed Aggregates 0/31.5 Mm, Mechanically Stabilized, Thick. 8.0 Cm, • Making The Surface Of Ac 11 S Asphalt Concrete, Binding Mortar, Thickness. 6 Cm, • Sprinkling The Binding Layer Of Asphalt Concrete With A Quick-Disintegrating Asphalt Emulsion, • Making A Surface Of Ac 16 W Asphalt Concrete, Wearing Course, Thickness. 4 Cm, • Construction Of Both Sides Of The Roadsides From Stone Material, Thick. 30 Cm, • Double Surface Consolidation Of The Road Surface With Asphalt Emulsion And Stone Grit, • Construction Of An Earth Shelf And Sowing With Grass. • Vertical Adjustment Of Water And Sewage Wells, • Construction Of Road Exits. 6. Reconstruction Of The Municipal Road Located On Plot No. 120 In The Town Of Nehrybka. Description Of The Design Intentions: Road Length: 222 M Road Width: 3.00 M Roadside Width: 0.25 M • Execution Of Measurement And Preparatory Works, • Construction Of Sub-Base Of Crushed Aggregates 0/31.5 Mm, Mechanically Stabilized, Thickness. 8 Cm, • Making The Surface Of Ac 11 S Asphalt Concrete, Binding Mortar, Thickness. 4 Cm, • Sprinkling The Binding Layer Of Asphalt Concrete With A Quick-Disintegrating Asphalt Emulsion, • Making A Surface Of Ac 16 W Asphalt Concrete, Wearing Course, Thickness. 4 Cm, • Construction Of Both Sides Of The Roadsides From Stone Material, Thick. 20 Cm, • Double Surface Consolidation Of The Road Surface With Asphalt Emulsion And Stone Grit, • Vertical Adjustment Of Water And Sewage Wells, • Construction Of Road Exits. 7. Reconstruction Of Internal Road No. 518 In Hermanowice Description Of Design Intentions: Road Length: 370 M Road Width: 3.50 M Roadside Width: 0.50 M • Execution Of Measurement And Preparatory Works, • Milling Of Bituminous Surface, • Construction Of Crushed Aggregate Base Mechanically Stabilized With A Thickness Of 15 Cm• Construction Of A Foundation Made Of Mechanically Stabilized Crushed Aggregate, Thickness. 15 Cm • Mechanical Cleaning Of The Improved Road Surface, • Sprinkling The Road Surface With Asphalt, • Laying An Intermediate Layer Of Geogrid, • Making The Surface Of Ac 11 W Asphalt Concrete, Bonding Layer, Thickness. 4 Cm, • Making The Surface Of Ac 16 W Asphalt Concrete, Wearing Surface, Thickness. 6 Cm, • Construction Of Both Sides Of The Roadsides From Stone Material, Thick. 8 Cm, • Double Surface Consolidation Of The Road Surface With Asphalt Emulsion And Stone Grit, • Construction Of An Earth Shelf, • Regulation Of Water, Sewage And Gas Facilities, • Construction Of Exits
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