|
The Subject Of The Order Is The Implementation Of The Task Titled: Reconstruction Of District Road No. 3947E - Radomszczańska Street In Lgota Wielka. As Part Of The Task, The Contractor Is Obliged To Perform, Among Others: 1) Corrective Milling Of The Existing Bituminous Surface, 2) New Bituminous Road Surface (Road Width Approx. 7 M, Wearing Course Of Asphalt Concrete Ac11s (According To Pn-En 13108-1) - 4 Cm, Leveling Layer Of Asphalt Concrete Ac11w (According To Pn-En 13108-1) - 4 Cm, Locally, In Places Of Cracks In The Surface At The Left Edge, A New Foundation Structure Should Be Made: A Wedge Layer Of Ac16w Asphalt Concrete (According To Pn-En 13108-1) - 8 Cm, A Base Made Of Crushed Aggregate C90/3 (According To Pn-En 13242) - 20 Cm, Stabilized Soil With Cement C1.5/2.0 (According To Pn-En197:2002 And Pn-En 13285) -15Cm),3) Pedestrian Crossing - Raised Road Surface (Wearing Layer Of Asphalt Concrete Ac11s (According To Pn-En 13108-1) - 4Cm, Binding Layer Of Asphalt Concrete Ac11w (According To Pn-En 13108-1) - 4Cm, Ac22p Asphalt Concrete Substructure (According To Pn-En 13108-1) - 10Cm) With Lighting In The Form Of 2 Lamps With Photovoltaic Panels, 4) Renovation Of The Roadsides, 5) New Sidewalk Structure (Concrete Paving Stones Of The I-Beam Type (According To Pn-En 1338) - 8Cm, Cement-Sand Bedding 1:4 4 (According To Pn-En197:2002 And Pn-En 13242) - 4Cm, Crushed Aggregate Subbase 0/31.5Mm (According To Pn-En 13242) - 10Cm, Drainage Layer Of Sand Gravel (According To Pn-En 13285) - 10Cm),6) Concrete Sett Ramps (I-Beam Concrete Paving Stones (According To Pn-En 1338) - 8Cm, Cement-Sand Bedding 1:4 (According To Pn-En197:2002 And Pn-En 13242) - 4Cm, Crushed Aggregate Foundation 0/31.5Mm (According To Pn-En 13242) - 20 Cm, Sand Drainage Layer (According To Pn-En 13242) - 10 Cm), 7) Renovation Of Ditches And Strengthening With Openwork Slabs, 8) Replacement Of Culverts Under The Exits. Length Of The Section - 999.0 M. A Detailed Description Of The Subject Of The Order Is Provided In The Design Documentation (Construction And Executive Design, Traffic Organization Design, Geotechnical Opinion, Stwior, Bill Of Quantities) In Annex No. 7 To The Swz. In The Event Of Discrepancies Between The Provisions Of The Design Documentation And This Swz (In Particular The Draft Provisions Of The Contract), It Is Assumed That The Provisions Of The Swz Shall Prevail. Note: Due To The Adopted Nature Of The Contractors Remuneration (Lump Sum), The Bill Of Quantities Shall Only Has An Information Function And Does Not Constitute The Basis For Calculating The Price By The Contractor. Before Starting The Works, The Contractor Is Obliged To Mark The Construction Site (Information And Warning Boards). Supplementary Works Required By The Ordering Party: 1) Performing Full Geodetic Services For The Investment (On The Date Of Acceptance, The Contractor Should Have An As-Built Geodetic Map With Confirmation Of Contributing To The Geodetic Resource), 2) Preparing Acceptan
|
