Tenders Are Invited For Road Renovation In Dobra, Pilica Commune in Poland

Work Detail

1. The Subject Of The Order Is Construction Work, I.E. Renovation Of A Road In Dobra, Pilica Commune. The Scope Of Work Includes In Particular: 1) Measurement Works - Measurement Works - 0.150 Km; - Surveying Services - 1,000 Sets; 2) Demolition Works - Dismantling Existing Sewage From Concrete Elements - 150,000 M; 3) Earthworks - Mechanical Construction Of The Bed Along The Entire Width Of The Road - 75,000 M2; - Earthworks Performed With Excavators And Transport Of Excavated Material With Self-Unloading Vehicles - 30,000 M3; 4) Foundation - Foundation Made Of Crushed Aggregate 0/63 Mm - Lower Layer With A Thickness Of 20 Cm After Compaction - 75,000 M2; - Foundation With Crushed Aggregate 0/31.5 Mm - Upper Layer With A Thickness After Compaction Of 10 Cm - 75,000 M2; - Leveling The Existing Subgrade With Sorted Crushed Stone With Mechanical Compaction - Average Layer Thickness After Compaction Up To 10 Cm - 37,500 M3;5) Surface - Mechanical Cleaning And Spraying With Emulsion Cold Asphalt Base Made Of Crushed Stone Or Cement-Stabilized Soil – 457,500 M2; Surface Made Of Mineral-Bituminous Grit-Gravel Mixtures - Asphalt Binding Layer - Thickness After Compaction 4 Cm – Ac 16W – 457,500 M2; Mechanical Cleaning And Sprinkling With Cold Asphalt Emulsion Foundation Or Concrete/Bituminous Surface - 457,500 M2; - Surface Made Of Mineral-Bituminous Gravel Mixtures - Asphalt Wearing Layer - Thickness After Compaction 3 Cm - Ac 11S - 450,000 M2;6) Exits - Mechanical Construction Of The Roadbed Along The Entire Width Of The Road - Depth 20 Cm (Exits From Aggregates) – 50,000 M2;‒ Mechanical Construction Of The Trough Over The Entire Width Of The Road - Depth Of 20 Cm (Paved Exits) – 10,250 M2;‒ Mechanical Construction Of The Trough Over The Entire Width Of The Road - For Each Additional 5 Cm Of Depth (Multiple = 2) – 10,250 M2;‒ Earthworks Performed With Excavators And Transport Of Excavated Material By Trucks Self-Unloading Vehicles – 13,070 M3;‒ Crushed Aggregate Foundation 0/63 Mm - Lower Layer, 15 Cm Thick After Compaction – 60,570 M2;‒ Crushed Aggregate Foundation 0/31.5 Mm - Upper Layer, 5 Cm Thick After Compaction – 60,570 M2;‒ Relocation Concrete Curbs With Dimensions Of 15X30 Cm On A Cement-Sand Ballast - 20,500 M; - Concrete Curbs With Dimensions Of 30X8 Cm On A Sand Ballast With Joints Filled With Sand - 3,600 M; - Concrete Footing For Curbs And Edges With Resistance - 1,780 M3; - Paving Stones 8 Cm Thick Concrete Paving On Cement-Sand Ballast - 10,570 M2; - Surface Consolidation Of Road Surfaces With Asphalt Emulsion And Stone Grit (Double Runs) (Multiple = 2) 50,000 M2;7) Aggregate Roadsides - Making A Trough On Road Widenings - 10 Cm Trough Depth - 133,650 M2;‒ Construction Of A Roadbed On Road Widenings - For Each Additional 5 Cm Of Bed Depth - 133,650 M2;‒ Earthworks Performed With Excavators With Transport Of Excavated Material In Self-Unloading Vehicles - 22,500 M3;‒ Substructure Made Of Crushed Aggregate 0/63 Mm - Lower Layer Thickness

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