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1) Note: The Ordering Party Will Provide The Following Paving Material: 1) Concrete Curbs With Dimensions Of 15X30x100 Cm, In Quantities Of Up To 285 M, 2) Concrete Edgings With Dimensions Of 30X8x100 Cm, In Quantities Of Up To 250 M, 3) Rectangular Concrete Paving Stones, Thick. 6 Cm Of Gray Color In Quantities Up To 440 M2, 4) Rectangular Concrete Paving Stones, Thick. 8 Cm Of Red Color In An Amount Up To 130 M 2 . 2) The Task Includes The Reconstruction Of District Road No. 2729W In The Town Of Glinki, Commune. Karczew On The Section From Plot No. 276 R. Glinki (From The Existing Sidewalk) Towards National Road No. 50 In Accordance With The Graphic Attachment From Paving Materials Provided By The Ordering Party. 3) The Contractor Is Obliged To Purchase Other Materials Necessary To Perform The Task, Including: Concrete, Aggregate, Wells, Gullies, Etc., 4) The Following Works Are Expected To Be Performed As Part Of The Order: A) Execution Of Earthworks Consisting In Trenching At An Average Depth Of 33 Cm Measured From The Upper Surface Of The Sidewalk And 38 Cm Measured From The Upper Surface Of The Exit, The Trough Must Be Profiled And Compacted, And The Compaction Coefficient Must Be Is ≥ 1.0, 4 B) Placement Of Street Edges 8X30x100 Cm On A Bench With C12/15 Cement Concrete Support, The Edge Should Be Set Using The So-Called Light Of 5 Cm From The Side Of The Sidewalk Surface C) Setting A Concrete Curb 15X30x100 Cm On A Bench With C12/15 Cement Concrete Support, The Curb Should Be Set Using The So-Called Clearance Of Approx. 10 Cm From The Side Of The Road Surface, And The Curb Should Be Cut To An Even Edge And Covered With A Bitumen-Based Mass, D) Making The Base Of Crushed Aggregate 0-31.5 Mm - The Upper Layer With A Thickness Of 15 Cm After Compaction For Sidewalk And 20 Cm For The Exit, Where The Ratio Of The Secondary Module E2 To The First E1 Must Be Less Than Or Equal To 2.2, And E1 Must Be Min. 80 Mpa, E) Construction Of A Sidewalk Surface Of Variable Width From Concrete Paving Stones, On A Cement-Sand Ballast Of 1:5 Thickness, Min. 3 Cm, Sidewalk Surfaces Should Be Laid With A Transverse Slope Of 2% Towards The Road, The Surface Must Be Silted With Sand, F) Construction Of Individual/Public Exits Of Variable Width - Surface Made Of Concrete Cubes On Cement And Sand Ballast With A Thickness Of Min. 4 Cm Of Paving Stones. G) Construction Of Drainage, I.E. Construction Of Street Inlets With A Sedimentation Tank Fi 800, Concrete Inspection Wells Fi 100 With Chimneys Leading To The Sidewalk Surface And Installation Of Cast Iron Manholes Dn400, Construction Of Branches From The Inspection Well Made Of Drainage Pipes Fi 400 Sn8 With A Length Of Approx. 12 M Laid In A 31/63 Mm Crushed Aggregate Envelope Wrapped In Geotextile. H) As Part Of The Investment, The Height Of All Infrastructure Elements Should Be Adjusted, I.E. Valve Boxes, Gates And Hydrants Appearing In The Planned Surface Of Sidewalks And Exits. The Adjustment Should Be Carried Out In Consultation With The Network Operator. 5) The Ordering Party Informs That Settlement Will Be In The Form Of Estimated Remuneration. The Remuneration Will Be Calculated As The Product Of The Gross Price Given In The Offer Form And The Work Actually Performed. The Contractor Is Obliged To Provide The Gross Price For: 1) Installation Of 1 Meter Of Concrete Curbs 8X30x100 Cm On A Bench With A Reinforcement Made Of C12/15 Cement Concrete, Together With The Material And Demolition Of The Existing Edges, 2) Installation Of 1 Linear Meter Of A Concrete Curb 15X30x100 Cm On A Bench With Abutment, 3) Construction Of 1 M 2 Of Paving Stones Of Variable Width, Made Of Concrete Paving Stones, On A Cement And Sand Ballast Of 1:5 Thickness, Min. 3 Cm Including Sub-Base And Channeling 4) Construction Of 1 M 2 Individual/Public Exits With Variable Width - Surface Made Of Concrete Cubes On A Cement And Sand Ballast With A Thickness Of Min. 4 Cm Of Paving Stones With Substructure And Gutters 5) Construction Of 1 Piece Of Drainage, I.E. Street Inlet, Inspection Well, Drainage Pipes, Crushed Aggregate Placed In Geotextile, 6) The Contractor Is Obliged To Prepare An As-Built Inventory, 6) After Handing Over The Construction Site The Contractor Takes Responsibility For Its Proper Protection, Which Is Tantamount To Its Proper Protection And Maintenance Also In The Winter And Protection Of The Commenced Works Against Degradation; 7) Before Introducing Traffic Organization, The Contractor Is Obliged To Notify The District Traffic Engineer About This Fact, 8) The Work Must Be Carried Out In Compliance With The Relevant Regulations And Work Safety Instructions When Performing Construction Works, The Contractor Is Obliged To Develop, Obtain Appropriate Approval And Introduce Temporary 5 Organization Traffic During Construction. After The Works Are Completed, The Contractor Will Introduce Permanent Traffic Organization. 9) The Contractor Is Obliged To Manage The Demolition Materials On His Own, 10) After The Works Are Completed, The Contractor Will Prepare As-Built Documentation, Which Will Include, Among Others: - Test Results, - Certificates, - Declarations Compliance, − Photographic Documentation, − Documents Indicated In The Design Documentation As Required For Acceptance Of The Works, − Document Confirming The Submission Of The As-Built Inventory (After Receiving The Geodetic As-Built Inventory, The Contractor Is Obliged To Deliver The Original To The Ordering Party) − Declaration Of Construction Management, − Other Documents Indicated By The Ordering Party,
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