3 Szlachecka In Bolesławów, Commune Wiązowna, 2) Order Under The Option - Modernization Of The Existing Pavement Of Poviat Road No. 2709W Ul. Szlachecka In Bolesławów, Commune Wiązowna. 2. Information On The Basic Order - Reconstruction Of The Poviat Road No. 2709W Ul. Szlachecka In Bolesławów: 1) The Task Includes The Execution Of Construction Works On The Section From The Plot Or. 50/3 2 Bolesławów, Commune Wiązowna To Plot No. 51 2 Bolesławów, Commune Wiązowna (About Km 1+694.00 To Km 1+744.00) - The Range Of The Section Was Indicated On The Graphic Attachment2) The Task Includes The Construction Of The Pavement, Roadsides, Drainage, Culvert Replacement And Modernization Of The Road Surface. 3) Making A Pavement With A Width Of 2.0 M From Concrete Cube 8 Cm On Cement-Sand Bed With A Thickness Of 3 Cm, Located On The North Side Of The Road, Directly On The Road4) Making Concrete Curbs 15X30x100 Cm On The C12/15 Concrete Bench With Resistance (On The Separation Of The Pavement From The Road) 5) Making A Concrete Edge 8X30x100 Cm On Cement-Sand Bed And Concrete Bench C. Greenów) 6) Reconstruction Of The Culvert At Km 1+716.50 By Replacing The Existing Pipes With New Sn10 Class With A Length Of 11.5 M, 7) Strengthening Of The Dna And Ditch Slope In The Area Of The Prefabricated Concrete Resistance Wall And Concrete Eko Openwork Boards, 8) Installation Of Steel Protective Barriers On Both Pply, 9). Road Drainage By Profiling And Strengthening The Ditch Slopes And Laying Prefabricated Kkż10 Concrete Trunks). Making A Cadet Sewage From Pvc Fi110 Pipes Along With Strengthening Of The Outlet With 50X50x7 Cm Concrete Slabs, 11) Making The Shoulder Of A Broken Fraction 0/31.5Mm With Min. 1.0 M Along With The Profiling Of The Adjacent Area, On The Southern Side Of The Road12) Performance Of Demolition Works13) The Entire Section Should Be Made Of Asphalt Concrete Road Surface For Kr4 (I.E. Making The Abrasive Layer From Asphalt Concrete Ac 11S 4S Gr. 4 Cm, Layer Of Asphalt Concrete Ac 16W 6 Cm. Reinforced Concrete Or Carbon Fiber With A Stretching Strength Min. Gr. 15 Cm, A Secondary Deformation Module Min. 10 Cm And Sowing With A Resident Of Grass17) Altitude Adjustment Of Technical Infrastructure Elements, I.E. Hatches And Valves Of Foreign Devices, Sewage Grates, Etc. - If Necessary18) Note: The Work Should Be Carried Out With The Appropriate Regulations And Work Safety Instructions For Construction Works, The Contractor Is Obliged To Develop, Obtain The Appropriate Approval And Introduce Time Organization Of The Movement At The Time Of Construction. After Completed Robots, The Contractor Will Introduce A Permanent Traffic Organization, With Horizontal Marking Should Be Carried Out In Thick -Layer Technology, 19) Note: All Shields Of The Characters, Bars And Other Brd Devices Should Be Dismantled And Handed Over To The Ordering Party In Place Indicated By It20) Note: The Road Surface Should Be Laid By The Entire Width Of The Road21). Municipal And Povi
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