|
1. The Subject Of The Construction Project Is The Reconstruction Of An Asphalt Forest Road With Inventory Number 220/00808, Dsd Number 061800106, 061800107, 061800109 In The Zwierzyniec Forestry, 824 M Long. The Investment Is Located In The Łódź Voivodeship, Skierniewice County, Area Maków Commune, On Plots Belonging To The Investor No. 257/1222, 257/1221, 256/1208.2. The Material Scope Is Determined By The Bill Of Quantities And The Outlay Cost Estimate, While The Technology Of The Works Is Determined By The Technical Specification For The Execution And Acceptance Of The Works. 3. The Ordering Party Indicates That If Contractors Find Discrepancies Between Individual Documents Constituting The Design Documentation, They Should First Be Guided By The Construction Design, Then The Detailed Design, Then The Technical Specifications For The Execution And Acceptance Of Works, And Finally The Bill Of Quantities. The Contractor Is Obliged To Notify The Ordering Party About Each Discrepancy In The Documentation, Including Design Documentation. 4. The Project Envisages The Reconstruction Of An Asphalt Forest Road In The Zwierzyniec Forestry: A) Measurement Works Related To Marking Out The Road, B) Mechanical Cutting Of Inflated Roadsides. 10 Cm, C) Demolition Of Concrete Curbs On A Section Of 25.0 M, D) Mechanical Milling Of The Bituminous Surface, E) Local Supplementation Of The Base With A Mixture Of Unbound Aggregate With A Grain Size Of 0-31.5 Mm Thick. 10 Cm After Compaction, F) Re-Profiling The Existing Sub-Base On The Section From Km 0+313.14 To Km 0+548.21, G) Making The Sub-Base From A Mixture Of Unbound Aggregate With A Grain Size Of 0-31.5 Mm Thick. 10 Cm After Compaction On The Section From Km 0+313.14 To Km 0+548.21, H) Cleaning The Surface And Sprinkling The Base With Asphalt Emulsion, I) Applying A Leveling Layer Of The Ac 16W Kr 1-2 Mixture In An Average Amount Of 100 Kg/M2, J) Sprinkling The Asphalt Emulsion, K) Applying A Wearing Course Of The Ac 11S Mixture Kr 1-2 Thick 4 Cm, L) Laying Of Roadsides Made Of A Mixture Of Unbound Aggregate With Grain Size 0-31.5 Mm Wide, 0.75 M Thick. 10 Cm After Compaction, M) Cleaning Works, N) Post-Construction Geodetic Inventory. Technical Parameters: - Road Category - Internal, Access Road To Forest Land - Technical Class - D - Access Road - Traffic Load Category - Kr 1-2 - Design Speed - 30 Km/H - Reliable Speed - 30 Km/H - Load 115 Kn/Axle - Length - 0+824 - Road Cross-Section - Single-Road, Two-Lane, Two-Way - Road Width - 3.00-5.00 M - Cross-Section Of The Road With A Slope - 2.0% - Width Of The Shoulders - 0.50 M - Cross-Section Of The Shoulder - 6.0% - Shoulder Made Of A Mixture Of Unbound Aggregate With A Grain Size Of 0-31.5 Mm - Thickness. 10 Cm, - Existing Subsoil - Native Soil. 5. All Works Should Be Carried Out In Accordance With The Height Of The Existing Terrain Elevations. Longitudinal Slopes Should Reflect Existing Slopes. The Transverse Inclination Of The Road - Gable, 2.0%. 6. Draina
|
