1. As Part Of The Task, Pedestrian Routes Should Be Built: - On The District Road No. 2759W, Ul. Poniatowskiego On The Section From Ul. Filipowicza To Ul. Pułaskiego In Otwock (Only On The Right Side When Driving From Ul. Filipowicza Towards Ul. Puławskiego) - According To The Graphic Attachment - On The Poviat Road No. 2760W Ul. Filipowicza In Otwock On The Section From Ul. Poniatowskiego To Ul. Andriollego - In Accordance With The Graphic Attachment 2. Basic Order: 1) The Contractor Is Obliged To Connect To The Existing Pavements And Exits That Are Not Subject To Reconstruction, 2) Execution Of Demolition Works, Surface Works, Sidewalks, Curb Drains, Curbs, Edgings And Other Elements Necessary To Perform The Works, 3) Execution Of Earthworks By Carrying Out Trenches To An Average Depth Of 37 Cm Measured From The Top Of The Pavement Surface, The Trench Must Be Profiled And Compacted, With The Compaction Coefficient Must Be Is≥ 1.0, 4) Mechanical Execution And Compaction On The Pavement A Drainage Layer Made Of A Mixture Of Natural Aggregate (Sandy), With A Layer Thickness Of 10 Cm After Compaction, The Drainage Layer Must Be Profiled And Compacted, The Compaction Factor Must Be Is≥ 1.0.5) .5 Mm - The Top Layer With A Thickness Of 15 Cm After Compaction, With The Ratio Of The Secondary Module E2 To The Primary Module E1 Must Be Less Than Or Equal To 2.2, And E1 Must Be Min. 80Mpa,6) Execution Of A Pavement Of Variable Width Made Of A Concrete Slab 50X50x7 Cm On A Cement-Sand Bedding, Th. Min. 5 Cm, Filled With Light Gray Granite Cubes 9/11 (According To The Pattern Presented In The Documentation And Agreed With The Employer),7) On The District Road No. 2759W Ul. Poniatowskiego Two-Sided Paving Of The Sidewalk With A Concrete Rim 8X30x100 Cm On A Footing With The Resistance Of Cement Concrete C12/15, 8) On The District Road No. 2760W, Ul. Filipowicza, From The Side Of The Road Surface, Set A Concrete Curb 15X30x100 Cm On A Footing With A Resistance Made Of Cement Concrete C12/15 And On The Section From The Pedestrian Crossing In Ul. Andriollego To The Pedestrian Crossing In Ul. Filipowicza (Located Within The Circular Traffic Intersection) Set A Granite Stone Curb 15X30x100 Cm On A Footing With A C12/15 Cement Concrete Resistance, Also Set Stone Curbs At The Crossings. To Set About 35 M Of Stone Curb. 9) On The Poviat Road No. 2759W, Ul. Poniatowskiego To Build A New Concrete Curb 15X30x100 Cm Set On A Concrete Footing With A Resistance Made Of Cement Concrete C12/15.10) On The District Road No. 2760W Ul. Filipowicza, Make A Descent From A Gray Rectangular Concrete Cube 20X10 Cm Thick. 8 Cm On A Cement-Sand Bedding With A Thickness Of Min. 5 Cm. Reunions To The Liceum Ogólnokształcące Im. K. I. Gałczyńskiego Are Not Subject To Reconstruction, 11) At The Exits, The Execution And Mechanical Compaction Of The Drainage Layer Made Of A Mixture Of Natural Aggregate (Sandy Sand), With A Layer Thickness Of 10 Cm After Compaction, The Drainage Layer Must Be Profiled And Compacted, With The Compaction Coefficient Must Be Is≥ 1 ,0.12) On The Descents, The Construction Of A Foundation Made Of Mechanically Stabilized Broken Aggregate, Fraction 0-31.5 Mm - The Top Layer, 20 Cm Thick After Compaction, With The Ratio Of The Secondary Module E2 To The Primary E1 Must Be Less Than Or Equal To 2.2, And E1 Must Be Min. 80Mpa,13) At Ul. Poniatowskiego, Make The Road Greenery: A) From Openwork Eko Boards 40X60x8 Cm Filled With Grit, Laid On A Sand Bedding With A Thickness Of Min 5 Cm, B) Execution And Mechanical Compaction Of The Drainage Layer Made Of A Mixture Of Natural Aggregate Of 0-16 Mm Fraction, With A Layer Thickness Of 10 Cm After Compaction, C) The Drainage Layer Must Be Profiled And Compacted, The Compaction Factor Must Be Is≥ 1 .0, The Foundation Made Of Broken Aggregate 0-31.5 Mm - The Top Layer With A Thickness Of 20 Cm After Compaction, With The Ratio Of The Secondary Module E2 To The Primary E1 Must Be Less Than Or Equal To 2.2, And E1 Must Be Min. 80Mpa,14) As A Frame For The Road Greenery Made Of Openwork Slabs, Set A Concrete Curb 15X30x100 Cm On Both Sides On A Footing With A Resistance Made Of Cement Concrete C12/15,15) On Ul. Filipowicza In Otwock Along The Entire Length Of The Section, Make A Gutter At The Curb From 2 Rows Of Concrete Cubes 20X10 Cm, Gray, 8/6 Cm Thick, Laid On A Cement-Sand Bedding With A Thickness Of Min. 5 Cm And A Concrete Footing Made Of C20/25 Cement Concrete, The Drain Should Be Lowered In Relation To The Edge Of The Pavement By 1 To 2 Cm,16) On Ul. Poniatowskiego In Otwock, The So-Called Band: A) Made Of Concrete Tiles 50X50x7 Cm On A Cement-Sand Bedding, 5 Cm Thick, B) Execution And Mechanical Compaction Of A Drainage Layer Made Of A Mixture Of Natural Aggregate Of 0-16 Mm Fraction (Sandy Sand), With A Layer Thickness Of 10 Cm After Compaction, C) The Drainage Layer Must Be Profiled And Compacted, With The Compaction Factor Must Be Is≥ 1.0, Execution Of The Foundation Made Of Broken Aggregate 0-31.5 Mm - The Upper Layer With A Thickness Of 20 Cm After Compaction, With The Ratio Of The Secondary Module To The Primary One E2 E1 Must Be Less Than Or Equal To 2.2 And E1 Must Be Min. 80Mpa,D) Set Concrete Edgings 8X30x100 Cm On A Footing With A Resistance Made Of Cement Concrete C12/15,E) Set A Concrete Curb 15X30x100 Cm On A Footing With A Resistance Made Of Cement Concrete C12/15,17) Before Pedestrian Crossings, Make 2 Rows Of Plates With Splines 40X40x8 Cm Yellow On A Cement-Sand Bedding, 18) Along The Stop Platform Make A Surface Of Yellow 40X40 Tiles With Studs Laid On A Cement-Sand Bedding, 19) On Ul. Poniatowskiego In Otwock, Between The Sidewalk And The Curb, Perform Topsoiling With Sowing With A Mixture Of Grasses With A Thickness Of Min 15 Cm. 20) Works Should Be Carried Out In Compliance With The Relevant Regulations And Safety Instructions For The Performance Of Construction Works, The Contractor Is Obliged To Develop, Approve And Introduce A Temporary Traffic Organization For The Duration Of Construction. After The Works Are Completed, The Contractor Will Restore The Permanent Traffic Organization. 21) The Contractor Is Obliged To Deliver To The Employer Concrete Rubble Without Contamination From The Demolition Of Curbs, The Remaining Materials The Contractor Is Obliged To Manage The Materials From The Demolition Of The Sidewalk On Its Own, 22) After The Works Are Completed, The Contractor Will Prepare As-Built Documentation, Which Will Include Among Other Things, Test Results, Certificates, Declarations Of Conformity, Photographic Documentation, Notification On The Introduction Of Temporary Organization And Restoration Of Permanent Traffic Organization And Other Documents Indicated By The Inspector, A Document Confirming The Submission Of The As-Built Inventory. The Contractor, After Receiving The Geodetic As-Built Inventory, Is Obliged To Deliver The Original To The Employer, 3. Order Under The Option: At Ul. Filipowicza In Otwock, Dismantle The Existing Bus Bay With An Asphalt Surface - Only To The Pedestrian Crossing, And Make A Bay Of Granite Cubes 16X16 Cm Filled With Resin Laid On Concrete C25/30 Thick. Min. 25 Cm, On The Ground After Compaction Of The Surface To Is≥ 1.0, The Bus Bay Should Be Framed With A Granite Retaining Plate 100X30x12 Cm On A Footing With A C20/15.4 Cement Concrete Resistance. After Handing Over The Construction Site, The Contractor Shall Be Responsible For Its Proper Protection, Which Is Tantamount To Its Proper Protection And Maintenance Also In The Winter And Protection Of The Commenced Works Against Their Degradation;5. The Contractor Is Obliged To Notify The Poviat Traffic Engineer Of This Fact Before Introducing Traffic Organization,6. The Works Should Be Carried Out In Compliance With The Relevant Regulations And Safety Instructions For The Performance Of Construction Works, The Contractor Is Obliged To Develop, Obtain The Appropriate Approval And Introduce The Temporary Traffic Organization For The Duration Of Construction. After The Works Are Completed, The Contractor Will Introduce A Permanent Traffic Organization7. The Contractor Is Obliged To Manage The Demolition Materials On His Own,8. The Contractor Is Obliged To Place An Information Board Before And After The Investment, According To The Template Specified By The Employer,9. After The Works Are Completed, The Contractor Will Prepare As-Built Documentation, Which Will Include, Among Others: - Test Results, - Certificates, - Declarations Of Conformity, - Photographic Documentation, - Notification On The Introduction Of Temporary Organization, - Notification On The Introduction Of Permanent Traffic Organization, - Documents Indicated In Design Documentation As Required For The Acceptance Of Works, - A Document Confirming The Fact Of Submitting The As-Built Inventory (The Contractor, After Receiving The Geodetic As-Built Inventory, Is Obliged To Deliver The Original To The Employer) - Statement Of Construction Management, - Other Documents Indicated By The Employer, Admission Of Solutions Equivalent To Those Described In The Case Of Describing The Subject Contract By Reference To The Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Sec. 1 Point 2 And Sec. 3 Pzpdescribing The Subject Of The Contract By Reference To The Standards, Technical Assessments, Technical Specifications And Technical Reference Systems Referred To In Art. 101 Sec. 1 Point 2 And Sec. 3 Of The Public Procurement Law, The Contracting Authority Allows Solutions Equivalent To Those Described, And Such A Reference Is Accompanied By The Words Or Equivalent.
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