Tenders Are Invited For Reconstruction Of The Road Ul. Zbożowa In Księginice Małe, Commune. Bonfire in Poland

Work Detail

1. Name Of The Orderreconstruction Of The Road Ul. Zbożowa In Księginice Małe, Sobótka Commune.2. Subject Of The Order And Scope Of Worksthe Subject Of The Order Is The Performance Of Construction Works Consisting In The Reconstruction Of Ul. Zbożowa In Księginice Małe, Sobótka Commune, In Accordance With The Design Documentation, This Description Of The Subject Of The Order, The Contract And Applicable Regulations And Standards. The Scope Of Works Includes: 1) On The Section From 0+000 To 0+151.50, Construction Of The Substructure With The Surface In Accordance With The Site Plan: - Frost-Protective Layer Of Soil Stabilized With Cement C1.5/2 Gr. 20 Cm - Substructure Made Of Crushed Aggregate. Stab. Down. 0/31.5 Mm Thick 20 Cm (Is>=1.0) - Binding Layer With Ac16w 50/70 Gr. 6 Cm - Wearing Layer Made Of Ac11s 50/70 Gr. 4 Cm On This Section, A Shoulder On Both Sides Should Be Made Of Aggregate Thickness. 10 Cm. Demolition Works Should Be Planned, Along With The Removal And Disposal Of The Excavated Material. On This Section, Construction Of Exits Together With The Subgrade And Asphalt Surface: - Frost Protection Layer Made Of Soil Stabilized With C1.5/2 Thick Cement. 15 Cm - Substructure Made Of Crushed Aggregate. Stab. Down. 0/31.5 Mm Thick 15 Cm (Is>=1.0) - Binding Layer With Ac16w 50/70 Gr. 6 Cm - Wearing Layer Made Of Ac11s 50/70 Gr. 4 Cm2) On The Section From 0+151.5 To 0+570.00, Construction Of An Asphalt Surface In Accordance With The Site Plan: - Leveling The Road Surface For Laying The Asphalt Surface - Binding Layer Of Ac16w 50/70 Gr. 6 Cm - Wearing Layer Made Of Ac11s 50/70 Gr. 4 Cmin This Section, Construction Of Descents With An Asphalt Surface: - Binding Layer Of Ac16w 50/70 Gr. 6 Cm - Wearing Layer Made Of Ac11s 50/70 Gr. 4 Cm3) On The Section From 0+570.00 To 0+591.00, Construction Of The Substructure With The Surface In Accordance With The Site Plan: - Frost Protection Layer Made Of Soil Stabilized With C1.5/2 Gr. Cement. 20 Cm - Substructure Made Of Crushed Aggregate. Stab. Down. 0/31.5 Mm Thick 20 Cm (Is>=1.0) - Binding Layer With Ac16w 50/70 Gr. 6 Cm - Wearing Layer Made Of Ac11s 50/70 Gr. 4 Cm Demolition Works Should Be Planned, Along With The Removal And Disposal Of The Excavated Material. On This Section, Construction Of Exits With An Asphalt Surface: - Binding Layer With Ac16w 50/70 Gr. 6 Cm - Wearing Layer Made Of Ac11s 50/70 Gr. 4 Cm In Addition, The Following Should Be Planned Throughout The Entire Section Of The Works: - Preparatory Works, Measurement Works And Marking Out The Route, - Preparation Of The Area For The Works, Including Marking Of The Works3. Requirements For Implementationthe Contractor Is Obliged To:• Carry Out The Works In Accordance With The Design Documentation• Use Materials With The Required Certificates, Declarations Of Performance And Approvals For Use,• Carry Out The Works In Accordance With Health And Safety, Environmental Protection And Traffic Management Regulations,• Tidy Up The Area After Com

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