Tenders Are Invited For Reconstruction Of The Access Road To Agricultural Land Within Reńska Wieś, Plot No. ... in Poland

Work Detail

The Subject Of The Order Is Reconstruction Of The Access Road To Agricultural Land Within The Registration Area Of ​​Reńska Wieś, Plot No. 211. The Works Should Be Performed In Accordance With The Developed Design Documentation, Technical Specifications For The Execution And Acceptance Of Construction Works, Bills Of Quantities. These Documents Constitute Annex No. 1 To Swz - Technical Documentation. The Works Should Be Performed In Accordance With Applicable Regulations, Principles Of Technical Knowledge And Construction Practice. Investment Parameters: · Road Width: 3.30-3.50 M · Road Length: 290.00 M · Road Cross-Section 1X1˗ Roadsides With A Stone Surface, Width 0.50 To 1.20 M˗ Reconstruction Of 4 Exits˗ Drainage Through A Canal To Green Areas˗ Road Class: Similar To Class D˗ Traffic Category: Kr 1˗ Designed Speed: Up To 50 Km/H˗ Road And Exit Surface Made Of A Mineral-Bitumen Mixturethe Scope Of The Order Includes: 1) Works Preparatory And Demolition Works - Marking Out The Road Course - 290.00 M˗ Saw Cutting Of Bituminous Surfaces To A Depth Of 5 Cm - 7.50 M˗ Mechanical Construction Of A Roadbed Along The Entire Width Of The Road - 1,015.00 M2˗ Making A Sub-Base Of Crushed Aggregate - Lower Layer - 15 Cm Thick Layer After Compaction - 1 015.00 M2˗ Making A Base Of Crushed Aggregate - Upper Layer - 10 Cm Thick Layer After Compaction - 1,015.00 M2˗ Making A Sand Drainage Layer - 10 Cm Thick Layer After Compacting - 1,015.00 M2˗ Sprinkling The Road Surface With Asphalt - 1,015.00 M2˗ Execution Of A Binding Layer From A Mineral-Bituminous Mixture - A Layer 4 Cm Thick After Compaction - 1,015.00 M2˗ Making A Wearing Course From A Mineral-Bituminous Mixture - A Layer 3 Cm Thick After Compaction - 1,015.00 M22) Works Related To The Construction Of The Roadside: · Mechanical Cutting Of A 10 Cm Thick Roadside - 435.00 M2˗ Execution Crushed Stone Surface - A Layer 10 Cm Thick After Rolling - 435.00 M23) Works Related To The Construction Of Exits: · Making A Sub-Base Of Crushed Aggregate - Bottom Layer 15 Cm Thick After Compacting - 24.00 M2 · Sprinkling The Road Surface With Asphalt - 24.00 M2 · Making A Surface From A Mixture Mineral-Bituminous - Wearing Layer 3 Cm Thick After Compaction - 24.00 M24) Road Drainage Works: · Saw Cutting Of Bituminous Surfaces To A Depth Of 6-10 Cm - 20.00 M · Making A Base For Channels And Objects From Loose Materials - Layer 10 Cm Thick - 0.55 M3 · Making A Channel From Press-Fitted Pvc Pipes With An External Diameter 200 Mm - 11.00 M˗ Construction Of A Pipe Culvert Under The Exits - Concrete Footing - 0.15 M3˗ Construction Of A Linear Drainage Made Of Polymer Concrete Or Plastic, With A Clear Width Of 200 Mm And A Height Of 150 To 200 Mm, Load Class C250 - 5.00 M˗ Construction Of A Sand Drainage Layer In The Bed Or Along The Entire Width Of The Road - Execution And Mechanical Compaction - A Layer 10 Cm Thick After Compaction - 5.50 M2˗ Making A Base Layer Of Crushed Aggregate - A Lower Layer 15 Cm Thick After Compac

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