Tenders Are Invited For Reconstruction And Repair Of Roads In Post-State Farm Towns In The Żytno Commune.

Reconstruction And Repair Of Roads In Former State-Owned Farm Towns In The Żytno Commune In The Scope Of, Inter Alia: 1.1. Reconstruction Of The Internal Road In The Village Of Borzykówka In The Scope Of: A) Road At Km 0+000.00 To 0+205.94 (Plot 501) - Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 20 Cm Thick, Bottom Layer, Fraction 0-63 .- Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 10 Cm Thick, Upper Layer, Fraction 0-31.5. 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 3 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Replacement Of The B-20 Sign For A New One. 1.2. Reconstruction Of The Internal Road In The Village Of Bugaj In The Scope Of: A) Road At Km 0+000.00 To 0+214.58 (Plot 231/2) - Execution Of Local Widenings Made Of Crushed Dolomite Aggregate, 22 Cm Thick, Lower Layer, Fraction 0-63.- Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 12 Cm Thick, Upper Layer, Fraction 0-31.5.- Sprinkling The Surface With Asphalt Emulsion- Execution Of The Binding Layer, Thickness. 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 4 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Replacement Of The A-7 Sign With A New One. 1.3. Reconstruction Of Internal Roads In Sekursko In The Scope Of: A) Road At Km 0+000.00 To 0+149.92 (Plot 433) And At Km 0+000.00 To 0+136.64 (Plot 454) - Trenching Under The Structural Layers Of The Roadway - Execution Of A New Foundation Made Of Crushed Dolomite Aggregate, 22 Cm Thick, Lower Layer, Fraction 0-63. - Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 10 Cm Thick, Upper Layer, Fraction 0-31.5. - Sprinkling Of The Surface Asphalt Emulsion - Execution Of A Binding Layer With A Thickness Of 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 4 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Replacement Of B-20 Signs With New Ones - Adjustment Water Gate Valves.1.4. Reconstruction Of A Municipal Road In The Village Of Sekursko In The Scope Of: A) Road At Km 0+000.00 To 0+220.00 (P. 63) - Execution Of Local Widenings Made Of Crushed Dolomite Aggregate, 20 Cm Thick, Lower Layer, Fraction 0- 63.- Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 12 Cm Thick, Upper Layer, Fraction 0-31.5.- Sprinkling The Surface With Asphalt Emulsion- Execution Of The Binding Layer, Thickness. 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 4 Cm, B) Road At Km 0+220.00 To 0+620.00 - Trenching - Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 20 Cm Thick, Bottom Layer Of Fraction 0-63.- Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 12 Cm Thick, Upper Layer, Fraction 0-31.5. - Sprinkling The Surface With Asphalt Emulsion - Making A Binding Layer, Thickness 4 Cm - Execution Of The Surface From The Wearing Course, 4 Cm Thick, C) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Adjustment Of Water Supply Valves. 1.5. Reconstruction Of The Internal Road In The Village Of Rogaczówek In The Scope Of: A) Road At Km 0+000.00 To 0+205.00 (Plot 372) - Execution Of Local Widenings Made Of Crushed Dolomite Aggregate, 22 Cm Thick, Lower Layer, Fraction 0- 63.- Execution Of The Foundation Made Of Broken Dolomite Aggregate, 10 Cm Thick, Upper Layer, Fraction 0-31.5.- Sprinkling The Surface With Asphalt Emulsion- Execution Of The Binding Layer, Thickness. 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 4 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Replacement Of The B-20 Sign For A New One. 1.6. Renovation Of The Municipal Road In Rogaczówek In The Scope Of: A) The Road Has A Width Of 4.5 M In Km From 0+000.00 To Km 0+355.00 And 4.3 M In Km From 0+355.00 To 0+953.86 (District 1584/2, 899, 908, 907, 1433 Żytno Precinct, 121/1 Rogaczówek Precinct) A) Overlay On The Existing Asphalt Road - Renovation Of The Existing Foundation - Local Milling Of The Road Surface - Correction. 2 Cm. - Execution Of The Wearing Course With A Thickness Of 4 Cm. 1.7. Reconstruction Of The Internal Road In The Town Of Pukarzów Along With The Improvement Of Safety On The Municipal Road In The Scope Of: A) Internal Road At Km 0+000.00 To 0+145.29 (Dz. 262) - Execution Of Local Widenings Made Of Crushed Dolomite Aggregate With A Thickness 20 Cm Lower Layer, Fraction 0-63.- Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Upper Layer, Fraction 0-31.5.- Sprinkling The Surface With Asphalt Emulsion- Execution Of The Binding Layer, Thickness 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 3 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Replacement Of The B-20 Sign With A New One - Adjustment Water Gate Valves C) Municipal Road - Safety Improvement (Dz. 444) - Installation Of Speed Bumps - Setting Signs A-11A + B33 + T-1 - Setting Signs U-3E - Mechanical Clearing Of Shrubbery - Channeling For Roadside Construction Layers - Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5.1.8. Reconstruction Of The Internal Road In The Town Of Pukarzów In The Scope Of: A) Internal Road At Km 0+000.00 To 0+215.00 (Plot No. 266) - Execution Of Local Widenings Made Of Crushed Dolomite Aggregate, 20 Cm Thick, Bottom Layer , Fraction 0-63.- Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 12 Cm Thick, Upper Layer, Fraction 0-31.5.- Sprinkling The Surface With Asphalt Emulsion- Execution Of The Binding Layer, Thickness. 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 3 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Replacement Of The B-20 Sign With A New One - Adjustment Water Gate Valves.1.9. Reconstruction Of The Internal Road In Pukarzów In The Scope Of: A) Road At Km 0+000.00 To 0+204.38 (Plot 276) - Execution Of Local Widenings Made Of Broken Dolomite Aggregate, 24 Cm Thick, Lower Layer, Fraction 0- 63.- Execution Of The Foundation Made Of Broken Dolomite Aggregate, 10 Cm Thick, Upper Layer, Fraction 0-31.5.- Sprinkling The Surface With Asphalt Emulsion- Execution Of The Binding Layer, Thickness. 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 3 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Marking The Culvert With U-9A And U Tables -9B- Replacement Of Sign B-20 With A New One.1.10. Reconstruction Of The Internal Road In The Town Of Maluszyn In The Scope Of: A) Internal Road At Km 0+000.00 To 0+280.00 (Plot 269) - Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 20 Cm Thick, Bottom Layer, Fraction 0- 63.- Execution Of The Foundation Made Of Crushed Dolomite Aggregate, 12 Cm Thick, Upper Layer, Fraction 0-31.5.- Sprinkling The Surface With Asphalt Emulsion- Execution Of The Binding Layer, Thickness. 4 Cm - Execution Of The Surface From The Wearing Course, Thickness 3 Cm, B) Shoulder - Corriding Under The Construction Layers Of The Shoulder - Execution Of The Foundation Made Of Broken Dolomite Aggregate, 12 Cm Thick, Fraction 0-31.5. - Replacement Of The B-20 Sign With A New One. Detailed The Description Of The Subject Of The Contract Is Included In The Supplements To The Swz, Which Consists Of The Following Documents: Construction Designs And Technical Specifications. Supplementary Works Required By The Employer: 1) Geodetic Staking Out Of The Investment, 2) Preparation Of Acceptance Documentation Containing At Least: A) The Original Of The Site Managers Written Statement: - On The Execution Of Works In Accordance With The Construction Design And The Construction Law, - On Bringing To Proper Condition And Order The Construction Site, As Well As Roads, Streets, Neighboring Properties, - About The Appropriate Development Of The Areas Adjacent To The Construction Site Enabling Proper Operation Of The Constructed Facility. B) A List Of Built-In Materials, C) A List Of Significant Changes (If Any) With A Graphic Attachment, Signed By The Site Manager , Supervision Inspector, Designer, Together With Documents Confirming The Correct Legalization Of These Changes, D) Test Reports (If Any) Performed During The Construction Works, E) Geodetic Confirmation Of The Number Of Works Performed.