Tenders Are Invited For Renovation Of The Roadside And The Edge Of The Road At Dp 1036 S In The Town Of Wierzchowisko.

The Subject Of The Order Is The Renovation Of The Roadside And The Edge Of The Road At Dp 1036 S In The Town Of Wierzchowisko. The Remark Of The Object Is To Conduct Traffic And Pedestrian Moving Locally. The Road In Question Is A Linear Object With A Surface Made Of Mineral And Bituminous Mixture. The Road Is A Public Facility Performing Communication Functions. Installation Technical Parameters Of The Investment: 1036 S In M The Average Thickness Of 4 Cm With The Distance Of The Destruct To The Component Square Up To 2 Km. Destructure For Hardening Roadsides (1440M X 2.75M + 1440M X 1.0M) - 5400.00M2; - Mechanical Construction Of The Trough For A Structural Layers To A Depth Of 25 Cm With A Distance Of The Spoil At A Distance Of Up To 5 Km (With Utilization) 1440 X 1.0 - 1250.00 M2; - Foundation From Broken Aggregate 31.5/63 Dolna Gr 10 Cm After Density 1250 M X 1 - 1250.00M2; - Foundation From Broken Aggregate 0/31.5 - Upper Layer Gr. 5Cm After Compaction- 1250.00M2;- Concrete Resistor With Dimensions 12 X 25 X 100 On A Concrete Bench With Resistance- 1200.00M2;- Mechanical Cleaning And Sprinkling Of Road Surface Improved Asphalt Emulsion- 5400.00M2;- Vertical Adjustment Sewage System On Distance Rings- 2.00 Items;- Surface Made Of Mineral And Bituminous Mixtures/Ac 11 Binding Layer In 50/70 Kr 1/2 Supplementing The Surface At The Resistor- 15.00T;- Surface Made Of Mineral And Bituminous Grits Mixtures/Binding Layer/Ac 16 In 50/70 Kr 3-4; Thickness After A Density Of 5 Cm (1500 X 1.0 M) - 1440.00M2; - Surface Made Of Mineral And Bituminous Grits Mixtures/Abdominal Layer/Ac 11 S 50/70 Kr 3-4; Thickness After A Thickening Of 4 Cm - 3960.00M2; - Renovation Of The Ditch With Profiling Dna And Slopes From The Sore. Thickness 30 Cm 1000.00 M;- Hardening Roadside With Asphalt Destruct Gr 5 Cm With Sprinkling Asphalt Emulsion And Sprinkling Basalt Grits With A 2/6 Mm Fraction. Double Surface -Fixed Surface - 1250.00 M2 Troops With Existing Underground Weapons, In Intersections And Close -Ups With Existing Weapons, Earthworks And Assembly Works Must Be Carried Out Manually, In Accordance With The Requirements And Under The Strict Supervision Of The User Of A Given Weapon. The Existing Weapons Should Be Thoroughly Located And Exposed Before The Excavation. 1. A Detailed Description Of The Subject Of The Contract, I.E. The Type Of Works To Be Carried Out As Part Of The Contract, Is Determined By Technical Documentation - The Bill Of Quantities And Stwirior To Annex Annex No. 1 To Swz.2. In The Event Of A Change In Applicable Quality Standards During The Contract, The Contractor Will Be Obliged To Adapt The Quality Of Works Performed Regarding The Subject Of The Contract To New Standards. 3. Additional Conditions Regarding The Subject Of The Contract: 3.1. The Contractor Undertakes To Grant The Contracting Authority A Guarantee Of The Quality Of Performance Min. 60 Months. 3.2. The Order Should Be Processed Based On Standards In Force In Road Construction