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Reconstruction Of The Sidewalk Along District Road No. 1650 O On The Section Of Ul. H. Sienkiewicz In Otmuchów” On A Length Of 450 M. Subject Scope Of The Order: 1) Sidewalk) Concrete Curbs: - Protruding, Dimensions 15X30 Cm Without Benches On Sand Ballast, 434.0 M Long - Protruding Concrete Curbs, Dimensions 15X30 Cm Without Benches On Sand Ballast (Curbs On Exits At The Connection With The Property) For A Length Of 16.0 M, - Protruding Concrete Curbs With Dimensions Of 15X30 Cm Without Footings On Sand Ballast Analogy - Drive-In Curbs 15X22x100 On Exits For A Length Of 12.0 M, - Concrete Curbs Protruding For Dimensions 15X30 Cm Without Benches On A Sand Ballast Analogy - Drive-On Curbs 15X22x100 Slants On A Length Of 4.0 M, B) Concrete Edging Dimensions 30X8 Cm On A Sand Ballast, Joints Filled With Sand On A Length Of 434.0 M, C) Concrete Paving Stone Surfaces With 8 Cm Thick On Ballast On An Area Of 1,125.0 M22) Earthworks3) Sewage Gratesa) Inspection Wells Made Of Concrete Rings With A Diameter Of 1000 Mm In A Ready-Made Trench 3 M Deep, 1 Well, - Inspection Wells Made Of Concrete Rings With A Diameter Of 1000 Mm In The Finished Trench For Each 0.5 Depth Difference, Multiplied By = -3 In The Amount Of -1, B) Channels Made Of Press-Fit Pvc Pipes With A Diameter Of External 200 Mm On A Length Of 42.0 M, C) Concrete Street Drains With A Diameter Of 500 Mm With A Sedimentation Tank Without A Siphon, 6 Pieces, D) Surface Made Of Mineral-Bituminous Grit-Gravel Mixtures - Asphalt Wearing Layer - Thickness After Compaction 3 Cm On An Area Of 19.20 M2, - Surface Made Of Mineral-Bituminous Grit-Gravel Mixtures - Asphalt Wearing Course - For Each Additional 1 Cm Of Thickness After Compaction, An Allowance For Another 5 Cm On An Area Of 19.20 M2, 4) Repair Surface) Surface Made Of Mineral-Bituminous Grit-Gravel Mixtures - Asphalt Wearing Course - Thickness After Compaction Of 3 Cm On An Area Of 180 ,0 M2, - Surface Made Of Mineral-Bituminous Grit-Gravel Mixtures - Asphalt Wearing Course - For Each Additional 1 Cm Of Thickness After Compaction, An Allowance For Another 3 Cm On An Area Of 180.0 M2, B) Planting Of Slopes And The Crown Of Embankments - Soil Category Iv On An Area Of 900.0 M2.5) Brick Wella) Brick Chambers - Concrete Foundation Slab In The Amount Of 1.80 M3, - Brick Chambers - Wall Thickness 2 Bricks - Analogy - Brick Walls Made Of M6 Gravel Concrete Blocks In The Amount Of 2.808 M3, B) Reinforced Concrete Well Covers, 1 Pc., C) Rigid Protective Handrails With Handrails And Draft Pipes. 60 And 38 Mm With A Spacing Of 60 Mm 1.5 M Pipe Posts - Analogy U 11A Protective Railings With A Length Of 6.0 M. The Detailed Scope Of Works Includes: 1) Bill Of Quantities, 2) Stwior, As Part Of The Order, The Contractor Is Also Obliged To :1) Compliance With Occupational Health And Safety Regulations, 2) The Contractor Will Develop A Temporary Traffic Organization Project On His Own And Obtain Its Approval From The Competent Authority. 3) Works On The Above-Mentioned Task Will Be Carried Out On The Basis Of A Notification. 4) The Contractor Will Develop A Financial And Material Schedule Of Works, 5) The Contractor, As The Producer Of Waste Generated During The Above-Mentioned Works, Is Responsible For Its Storage And, If Necessary, Should Regulate The Formal And Legal Status In The Field Of Waste Management (Act Of December 14, 2012 On Waste, Journal Of Laws Of 2018, Item 992, As Amended),6) The Contractor Will Prepare An Inspection Report,7) Before Commencing Construction Works, The Contractor Should Familiarize Himself With The Location Of Geodetic Signs Within The Investment Area At The District Geodetic And Cartographic Center In Nysa And Protect Them Against Destruction,8) The Costs Of Disposal Of Soil And Rubble At The Landfill Should Be Documented By Submitting Copies Of Invoices Or Other Documents To The Supervisory Inspector Or The Employers Representative (Originals Available For Inspection). If The Disposal Of Soil And Debris From The Excavation Is Not Documented, The Contractor Will Receive Payment For The Removal Of Soil And Debris Up To A Distance Of 1.0 Km Without Disposal Costs.9) The Contractor Will Use All Possible Financial Measures So As Not To Cause Any Inconvenience To The User During The Implementation Of The Subject Of The Contract. Technical Infrastructure, Facilities And Difficulties In Access To Public Roads, Taking Into Account Temporary Difficulties Resulting From The Technology Of Construction Works.
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