Tenders Are Invited For Renovation Of Communication Routes In Jw In Suwałki

Basic Task: Construction Of Parking Lot No. 1: Excavation And Transport Of Excavated Material To The Dump (Bed); Profiling And Compaction Of The Subsoil For The Construction Layers Of The Pavement, Native Soil Compacted To Is≥1.0.  Construction Of The Foundation From Mechanically Stabilized Natural Aggregate (Compound - Unbound Cnr Aggregate) Thickness. 10 Cm Is≥1.0; Construction Of Concrete Surfaces Of The Mon Type; Construction Of Parking Lot No. 2: Excavations With Transport Of Excavated Material To The Dump (Trough); Profiling And Compaction Of The Subgrade For The Construction Layers Of The Surface, Native Soil Compacted To The Is≥1.0 Index.  Construction Of The Foundation From Mechanically Stabilized Natural Aggregate (Compound - Unbound Cnr Aggregate) Thickness. 10 Cm Is≥1.0; Construction Of Concrete Surfaces Of The Mon Type; Construction Of Communication Route No. 3: Dismantling Of The Bituminous Surface; Excavations With Transport Of Excavated Material To The Dump (Trough); Profiling And Compaction Of The Subgrade For The Construction Layers Of The Surface, Native Soil Compacted To The Is≥1.0 Index.  Construction Of The Subbase From Mechanically Stabilized Natural Aggregate (Compound - Unbound Cnr Aggregate) Thickness. 10 Cm Is≥1.0; Construction Of Concrete Surfaces Of The Mon Type. Construction Of Communication Route No. 4: Dismantling Of The Concrete Surface; Excavations With Transport Of Excavated Material To The Dump (Trough); Profiling And Compaction Of The Subgrade For The Construction Layers Of The Surface, Native Soil Compacted To The Is≥1.0 Index.  Construction Of The Foundation From Mechanically Stabilized Natural Aggregate (Compound - Unbound Cnr Aggregate) Thickness. 20 Cm Is≥1.0; Construction Of Concrete Surfaces Of The Mon Type. Optional Task: Construction Of Communication Route No. 5: Excavations With Transport Of Excavated Material To The Dump (Trough); Profiling And Compaction Of The Subgrade For The Construction Layers Of The Surface, Native Soil Compacted To The Is≥1.0 Index.  Construction Of Concrete Surfaces Of The Mon Type On A Sand Bedding Thick. 5 Cm. Construction Of Traffic Route No. 6: Excavation And Transport Of Excavated Material To The Dump (Bed); Profiling And Compaction Of The Subgrade For The Construction Layers Of The Pavement, Native Soil Compacted To Is≥1.0.  Construction Of The Foundation From Mechanically Stabilized Natural Aggregate (Compound - Unbound Cnr Aggregate) Thickness. 10 Cm Is≥1.0; Construction Of Mon Concrete Surfaces.