Tenders Are Invited For Reconstruction Of Poviat Roads Consisting In Improving Pedestrian Safety

Part I - Improving Pedestrian Traffic Safety In Dp2721w In Regut1. Task Implemented As Part Of The Task Planned For The Property Expenditure Plan Of The Otwock Poviat For 2025 Entitled Modernization Of Dp2721w In Regut 2. Information: The Subject Of The Order Is To Improve The Safety Of Unprotected Traffic Participants At Dp2721w Ul. Spacerowa In Regut1) Work Should Be Carried Out In The Regut On An Oractive Section From The Existing Pavement Located On Plot 948 To Plot 675 - A Section With A Length Of Approx. 340 M. The Range Was Specified On The Graphic Annex. 2) Under The Task, Set The Edges, Make The Surface Of The Concrete Cube Of The Paved Side, Make The Surface Of The Concrete Side. Conventions, Set The Curbs, Make A Drainage System For A Total Amount Of Pln 60,000.00), A Geodetic As -Built Inventory Should Be Prepared Along With Its Acceptance To The Center. 4) Confirmation Of The Actual Performance Of Works Will Be Carried Out By The Contractor And The Contracting Authority. In The Event Of A Discrepancy, A Geodetic As -Built Inventory Should Be Prepared With An Indication Of The Surface, The Length Of The Sections Prepared By The Authorized Surveyor. The Cost Is Borne By The Contractor. Mountains Of The Exit Surface, The Trough Must Be Profiled And Compacted, With The Density Factor To Be Is ≥ 1.0.8) Setting A New Concrete Curb 15X30x100 Cm On A Bench With A Resistance Of Cement Concrete C12/15 From The Road Surface Side. Set The Curb From The So -Called Light Of About 5Cm From The Road Surface, 9) Setting A New Concrete Curb 15X30x100 Cm On A Bench With Resistance From Cement Concrete C12/15 From The Road Surface Side And As A Frame Of The Downhill. The Curb Set As Lowered. 10) Setting New Street Edges 8X30x100 Cm On A Bench With Resistance From Cement Concrete C 12/15.11) Making A Foundation Of Broken Aggregate 0-31.5 Mm-Upper Layer With A Thickness Of 15 Cm Thick For The Pavement And 25 Cm For The Exit, With The Ratio Of The E2 Secondary Module To The Original E1, It Must Be Smaller 2.2 A E1 Must Be Min. 80 Mpa; 12) Making A Paved Road Surface With A Variable Width Of 1.5 M From A Concrete Cobblestone 20X10x6 Cm Laid On Cement -Sand Bed 1: 5 Thickness Min. 5 Cm. The Surface Must Be Silted With Sand. Set The Color Of The Pavement With The Employer. 13) Execution Of Individual/Public Widths - A Surface Made Of Concrete Cobblestones Laid On Cement -Sand Beds With A Thickness Of Min. 5 Cm Made Of Rectangular Paving Stones 20X10x8 Cm. The Surface Of The Congress Must Be Silted With Sand. The Method Of Making The Surface Of The Exit And Its Color Agree With The Contracting Authority. 14) Seal The Connection Of The Road Surface And Curb With A Flood Mass Or Mastic -Ham Mixture. 15) By The Dehydration System Consisting Of A Complete System Street Gallery Together With The Settler Of Min. 2.0 M - Groove And Road Grate D400 Connected With Dn200 Sewage With A Drainage Pipe With A Diameter Of 400 M And Length Min. 6.0 M Arranged In A Broken Buff