Tenders Are Invited For Renovation Of The District Road No. 1430L From Km 3+700.00 To Km 4+780.00 And From Km 8+075.00 To Km 9+074.00 In Nowy Bazan w, Wrzos wka And Nowodw r
Tenders Are Invited For Renovation Of The District Road No. 1430L From Km 3+700.00 To Km 4+780.00 And From Km 8+075.00 To Km 9+074.00 In Nowy Bazan w, Wrzos wka And Nowodw r
1. The Subject Of The Contract Is The Renovation Of The District Road No. 1430L In Nowy Bazan w From Km 3+700.00 To Km 4+780.00 And On The Section Wrzos wka-Nowodw r From Km 8+075.00 To Km 9+074.00, Plots With Registration Numbers 596 District Nowy Bazan w, 209/1, 121/4 And 122/2 District Wrzos wka And 107 District Nowodw r.2. The Scope Of The Investment For The District Road No. 1430L In Nowy Bazan w From Km 3+700.00 To Km 4+780.00 Includes, Among Others: A) Removal Of The Polluted And Degraded Layer Of The Soil Shoulder Improved With Aggregate On Both Sides, 0.50 M Wide For The Designed Roadside With Leveling Of Spoil From Km 3+700.00 To Km 4+780.00; B) Milling Of The Existing Bituminous Surface With A Thickness Of Up To 4 Cm And A Width Of 1.0 M At The Point Where The Repaired Surface Is Incorporated Into The Existing Asphalt Surfaces; 30 Cm And 0.30 M Wide, Mechanically, With Compaction Of The Subgrade And Haulage Of Spoil; After Compaction 15 Cm And Width 0.30 M; After Compaction 15 Cm And Width 0.25 M; D) Mechanical Cleaning Of The Existing Asphalt Surface From Km 3+700.00 To Km 4+780.00; E) Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2 Of The Existing Asphalt Pavement From Km 3+700.00 To Km 4+780.00; F) Sprinkling Interlayer With Asphalt Emulsion In The Amount Of 0.5 Kg/M2 Of The Leveling Layer Km 3+700.00 To Km 4+780.00; G) Execution Of The Surface Of The Asphalt Roadway With A Width Of 4.80 M Along The Entire Section Covered By The Study By Making: A Wearing Course Of Asphalt Concrete With A Thickness Of 4 Cm From Km 3+700.00 To Km 4+780.00; Leveling Layer Made Of Asphalt Concrete In The Amount Of 125 Kg/M2 (5 Cm Thick) From Km 3+700.00 To Km 4+780.00; H) Repair Of The Existing Culverts At Km 4+182.00 And 4+234.00; To Km 4+780.00, Excluding Sections Of The Existing Individual Exits With Cobblestone And Concrete Surfaces; K) Execution Of The Height Adjustment Of The Existing Individual Exits With A Concrete Surface By Spreading The Wearing Course Of Asphalt Concrete On The Exits At A Length Of 1.5 M; 20Cm.3. The Scope Of The Investment For The District Road No. 1430L On The Wrzos wka-Nowodw r Section From Km 8+075.00 To Km 9+074.00 Includes, Among Others: A) Removal Of The Polluted And Degraded Layer Of The Ground Shoulder Improved With Aggregate, 0.75 M Wide On Both Sides, The Designed Shoulder With The Leveling Of Spoil From Km 8+075.00 To Km 9+074.00; B) Milling Of The Existing Bituminous Surface With A Thickness Of Up To 4 Cm And 1.0 M Wide In The Place Where The Repaired Surface Is Incorporated Into The Existing Asphalt Surfaces; 30 Cm And 0.35 M Wide, Mechanically, With Compaction Of The Subgrade And Haulage Of Spoil; After Compaction 15 Cm And Width 0.35 M; After Compaction 15 Cm And Width 0.35 M;D) Mechanical Cleaning Of The Existing Asphalt Pavement From Km 8+075.00 To Km 9+074.00;E) Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2 Of The Existing Pavement From Km 8+075.00 To Km 9+074.00; F) Interlayer Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2 Of The Leveling Layer From Km 8+075.00 To Km 9+074.00;G) Execution Of The Asphalt Road Surface With A Width Of 5.00 M Along The Entire Section Covered By The Study By Making: A Wearing Course Of Asphalt Concrete With A Thickness Of 4 Cm From Km 8+075.00 To Km 9+074.00; Leveling Layer Of Asphalt Concrete In The Amount Of 125 Kg/M2 (5 Cm Thick) From Km 8+075.00 To Km 9+074.00; H) Renovation Of The Existing Culvert At Km 8+278.00;I) Construction Of A Two-Sided Dirt Shoulder Improved With Broken Dolomite Aggregate, Fraction 0/31.5 Mm, 0.75 M Wide, From Km 8+075.00 To Km 9+074, 00.
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