Tenders Are Invited For Road-Repair Works – Rdw In Włodawa. Renovation Of Provincial Road No. 816 From Km 49 ... in Poland

Work Detail

Road-Repair Works – Rdw In Włodawa. Renovation Of Provincial Road No. 816 From Km 49+300 To Km 53+000 And From Km 62+480 To Km 63+480. 1. The Ordering Party Does Not Allow The Submission Of Variant Offers. 2. The Ordering Party Envisages The Orders Referred To In Art. 214 Section 1 Point 7 Of The Public Procurement Law. 1) For An Amount Not Exceeding Pln 5,236,395.55 Net 2) The Scope Of Works Includes: 1. Measurement Works For Linear Road Works 2. Corrective Milling Of Bituminous Surface Max. Thickness 4.0 Cm 3. Corrective Milling Of Medium-Thickness Bituminous Surface. 2.0 Cm 4. Leveling The Existing Road With A Mineral-Asphalt Mixture Ac16p 35/50 As For Kr 3-4, Layer Thickness - Average Value 3 Cm, Including Sprinkling 0.5 - 0.7 Kg/M2 5. Making A Binder Layer With A Mineral-Asphalt Mixture Ac16w 35/50 As For Kr 3-4, Layer Thickness After Compaction 6 Cm, With Cleaning And Sprinkling 0.5 - 0.7 Kg/M2; 6. Construction Of The Wearing Course From The Ac11s 50/70 Mineral And Asphalt Mixture As For Kr 3-4, Layer Thickness After Compaction 4 Cm, Along With Sprinkling The Binding Layer With Asphalt 0.1 - 0.3 Kg/M2. (Includes Roadways, Bus Bays, Intersections With Lower Category Roads And Adjustment Of The Height Of Bituminous Exits); 7. Completion Of The Roadside With Embankment Soil 8. Construction Of The Roadside (0.75 M Wide) With Crushed Aggregate 0/31.5 With A Thickness Of Min. 10 Cm Including Profiling And Compaction Of The Substrate 9. Construction Of Roadsides (1.0 M Wide) With Crushed Aggregate 0/31.5 With A Thickness Of Min. 10 Cm Including Profiling And Compaction Of The Substrate 10. Height Regulation Of Exits And Intersections With A Ground Surface Made Of Crushed Aggregate 0/31.5, Average Thickness 10 Cm 11. Laying The Surface With Concrete Paving Stones On Exits Thick. 8 Cm On A Cement-Sand Ballast, Adjusted To The Height Of The New Surface - Cubes, Demolition Material - Construction Of The Foundation 12. Laying The Sidewalk Surface With Concrete Paving Stones, Thickness. 6 Cm On A Cement-Sand Ballast With Adjustment To The Height Of The New Surface - Sidewalk + Bicycle Path - Cubes Demolition Material - Construction Of The Substructure 13. Height Adjustment Of Concrete Edges On A Concrete Bench With Resistance 14. Height Adjustment Of Concrete Curbs On A Concrete Bench With Resistance (Raising The Curb To The Height Of The New Surface - Max 10 Cm) 15. Marking Horizontal Thin-Layer - Reconstruction Of The Existing Marking 16. Vertical Adjustment Of U-1A Guide Posts 17. Replacement Of U-1A Guide Posts With The Numbers U-7, U-8 And U-1F 18. Replacement Of Guide Boards U-3A (3 Pcs.), U-3B (2 Pcs.) With Gen. Ii Foil Along With Posts 19. Replacement Of Guide Boards U3e (2 Pcs.) With Gen. Ii Foil And Posts 3) Conditions Under Which They Will Be Awarded: The Ordering Party Envisages Awarding A Similar Contract If It Is Necessary To Ensure Road Traffic Safety And Road Passability. 3. The Ordering Party Does Not Require The Contractor To Carry Out An On-Site Visit Or To Check The Documents Necessary For The Execution Of The Order, Available On-Site At The Ordering Party, Referred To In Art. 131 Section 2 Of The Public Procurement Law

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