Tenders Are Invited For Reconstruction Of The Road Section In Rysie - Stage 2 in Poland

Work Detail

4.1. The Subject Of The Order Is Reconstruction Of The Road Section In Rysie - Stage 2.4.2. The Task Involves The Reconstruction Of A 111 M Long Road Section In The Town Of Rysie - Stage 2 On The Plot With Registration Number 189, Rysie District, Dębe Wielkie Commune By Partial Demolition Of The Existing Surface Structure And Then Construction Of A New Structure With Roadsides. Municipal Category Road - Class D. The Scope Of The Subject Of The Order Includes The Construction Of A 5.5 M Wide Road With A 2% Transverse Road Inclination Symmetrically From The Road Axis Towards Both Its Edges And 0.5 M Wide Roadsides With A 6% Inclination Towards The Green Belts. The Design Documentation Assumes The Final Construction Of Roadsides With A Width Of 0.75 M, However, As Indicated Above, The Subject Of The Order Includes The Construction Of Roadsides With A Width Of 0.5 M. In Addition, The Design Documentation Provides For A Lower Filtration Layer On The Roadside Made Of Natural Aggregate Up To 15 Cm Thick, And The Ordering Party Informs That Natural Soil Should Be Used As The Filtration Layer And, In Accordance With The Bill Of Quantities, Only An Upper Layer Of 10 Cm Thick Aggregate Should Be Made After Compaction. Broken. List Of Areas Covered By The Scope Of The Order: - Road Surface - 610.50 M2; - Roadside Area - 111 M2. The Scope Of Work To Be Performed Includes: - Measurement Works On Earthworks On Roads In Plain Terrain (0.111 Km); - Earthworks Performed With Backhoe Excavators With A Bucket Capacity Of 0.40 M3 In Soil Category Iii-Iv With Transport Excavated Material With Self-Unloading Vehicles Over A Distance Of 1 Km (Including Desilting The Ditch) (649.35 M3), And The Material From The Top Layer Of The Road Will Be Handed Over To The Ordering Party And Transported To The Place Indicated By Him; - Supplementary Expenditure For Tables For Each Further 1 Km Of Transport Distance Over 1 Km With Self-Unloading Vehicles Of Category I-Iv Soil On Roads With A Hardened Surface - Times 5 (649.35 M3);‒ Foundation Made Of Cement-Stabilized Soil (25Kg Of Cement Per 1M2), Layer Thickness After Compaction - 15Cm (5.7M*111M=632.7M2);‒ Foundation Made Of Crushed Aggregates, Bottom Layer, Layer Thickness After Compaction 20Cm (5.7M*111M=632.7M2);‒ Sprinkling The Surface With Asphalt (5.6M*111M=621.6M2);‒ Surface Made Of Asphalt-Mineral Mixtures (Binding Layer), Layer Thickness After Compaction 5Cm (5.6M*111M=621.6M2);‒ Sprinkling The Surface With Asphalt (5.5M*111M=610.5M2);‒ Surface Made Of Mineral-Bituminous Asphalt Mixtures Standard Ii - Wearing Course, Thickness After Compaction Of 4Cm (5.5M*111M=610.5M2);‒ Roadside Made Of Crushed Aggregates, Top Layer, Layer Thickness After Compaction 10Cm (2*0.5M*111M=111M2);‒ Adjustment Of Water Supply Valves;‒ Geodetic As-Built Inventory (1 Pc.).

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