|
1. The Subject Of The Order Includes The Performance Of The Task Titled: Reconstruction Of Municipal Roads: Kajki, Pieniężnego And Mrągowiusza Streets In Braniewo. 2. The Task Referred To In Section 1 Is Co-Financed Under The Government Road Development Fund 2025.3. The Subject Of The Order Includes The Reconstruction Of Municipal Roads At Ul. Kajki, Pieniężny And Mrągowiusza In Braniewo Based On The Design Documentation Constituting Annex No. 12, Annex No. 13 And Annex No. 14 To Swz.4. The Material Scope Of The Subject Of The Order Referred To In Section 1 Includes In Particular: 1) Section 1 - Ul. Kajki With A Width Of 4.50 M On A Section With A Length Of Approx. 203.51 M, On Plots 47/2 24, 39/4, 38/4, 37/3, 15/3, 13/3, 12/3, 25/2 Rev. 5 Braniewo, Which Includes: A) Reconstruction Of The Existing Surface By Making A Surface Of Concrete Paving Stones With A Thickness Of 8 Cm On A Cement-Sand Ballast, A Base Layer Made Of A Mixture Not Related To Aggregate 0/31.5 C90/3 Gr. 20 Cm And An Auxiliary Base Layer Of Soil Stabilized With C3/4 Hydraulic Binder. 30 Cm, B) Construction Of 0.5 M Wide Roadsides, C) Reconstruction Of The Rainwater Drainage Network, D) Reconstruction Of The Telecommunications Network, E) Reconstruction Of Street Lighting, F) Regulation Of Existing Manholes, On The Road With An Area Of 935.00 M², The Following Construction Was Adopted: • Wearing Course Made Of Concrete Paving Stones - Thickness. 8 Cm, • Cement And Sand Bedding – Thickness. 4 Cm., • Substructure Made Of A Mixture Unbound With Aggregate C90/3 0/31, 5 – Gr. 20 Cm, • Layer Of Soil Stabilized With C3/4 Hydraulic Binder. 30 Cm, On Slopes With An Area Of 111.00 M², The Following Construction Was Adopted: • Wearing Course Made Of Concrete Paving Stones - Thickness. 8 Cm, • Cement And Sand Bedding - Thickness. 4 Cm, • Substructure Made Of A Mixture Unbound With Aggregate C90/3 0/31.5 – Thickness. 20 Cm,2) Section 2- Ul. Pieniężny, 4.50 M Wide, On A Section Approx. 127.06 M Long, On Plot 25/2 Rpm. 5 Braniewo, Which Includes: A) Reconstruction Of The Existing Surface By Making A Surface Of Concrete Paving Stones With A Thickness Of 8 Cm On A Cement-Sand Ballast, A Base Layer Made Of A Mixture Not Related To Aggregate 0/31.5 C90/3 Gr. 20 Cm And An Auxiliary Base Layer Of Soil Stabilized With C3/4 Hydraulic Binder. 30 Cm, B) Reconstruction Of The Storm Sewage System, C) Reconstruction Of Street Lighting, D) Regulation Of Existing Manholes, On The Road With An Area Of 580 M², The Following Construction Was Adopted: • Wearing Course Made Of Concrete Paving Stones - Thickness. 8 Cm, • Cement And Sand Bedding – Thickness. 4 Cm., • Substructure Made Of A Mixture Unbound With Aggregate C90/3 0/31.5 – Thickness. 20 Cm, • Layer Of Soil Stabilized With C3/4 Hydraulic Binder. 30 Cm. The Contractor Is Obliged Not To Use Limestone Aggregates For The Surface. On Slopes With An Area Of 127.00 M², The Following Construction Was Adopted: • Wearing Course Made Of Concrete Paving Ston
|
