Tenders Are Invited For Modernization (Renovation) Of Roads In The Lututów Commune

The Subject Of The Order Is The Performance Of Construction Works Consisting In The Modernization (Renovation) Of The Following Roads: Modernization Of Roads In The Town Of Świątkowice, Lututów Commune The Modernization Will Include Two Scopes: 1) Renovation (Modernization) Of A Municipal Road In Świątkowice, Commune. Lututów On Plot No. 481, 2 Sections - 150 M Long. Renovation (Modernization) Of The Road Will Consist In The Construction Of An Aggregate Base And Asphalt Surface On The Access Road To Agricultural Land With A 2% Slope On Both Sides. Road 150.0 M Long X 3.0 M Wide Running Surface. A Trough Should Be Made For The Lower Foundation Thickness. 15 Cm Thick From A Mixture Of Crushed Aggregate Fraction 0-63 On An Area Of ​​440.0 M2 And The Upper Layer 8 Cm Thick From A Mixture Of Crushed Aggregate Fraction 0-31.5 On An Area Of ​​440.0 M2. The Optimal Aggregate Of The Gv Category In Table 6 Of The Pn-En 13285 Standard (High-Strength Igneous Rock) Should Be Used. The Foundation Will Be Covered With An Asphalt Surface. 5 Cm As A Wearing Course Made Of Medium-Grained Ac11s50/70 Closed Mineral-Asphalt Mixture For Kr1, 3.0 M Wide And 150.0 M Long, Including Widening And Rounding With An Area Of ​​460.0 M2 After Prior Spraying With Asphalt Emulsion. On A Length Of 90.0 M, A 0.35 M Wide Shoulder Should Be Hardened On Both Sides, And On A Length Of 60.0 M, A 0.50 M Wide Shoulder On Both Sides Should Be Hardened. The Whole Thing Will Be Made With An Optimal Mixture Of Crushed Aggregate Fraction 0-63 In An Amount Of 123.0 M2 Thick. 15 Cm. On The Remaining Width, The Roadside Is Made Of Native And Embanked Soil.2) Renovation (Modernization) Of The Municipal Road In Świątkowice Commune. Lututów On Plot No. 337, 170 M Long. Renovation (Modernization) Of The Road Will Consist In The Construction Of An Aggregate Base And Asphalt Surface On The Access Road To Agricultural Land With A 2% Slope On Both Sides. Road 170.0 M Long X 3.0 M Wide Running Surface. It Is Necessary (To Dismantle 10 M2 Of The Concrete Road At The Paving Stones, Using Crushed Concrete As A Base For The Road) And To Make A Trough For The Lower Sub-Base Thickness. 15 Cm From A Mixture Of Crushed Aggregate Fraction 0-63 On An Area Of ​​510 M2 And The Upper Subbase From A Mixture Of Crushed Road Aggregate 0-31.5 Gr 8 Cm Thickened To An Index Of 1.0 Per Area. 510.0 M2. The Optimal Aggregate Of The Gv Category In Table 6 Of The Pn-En 13285 Standard (High-Strength Igneous Rock) Should Be Used. The Foundation Will Be Covered With An Asphalt Surface. 5 Cm As A Wearing Course Made Of Medium-Grained Closed Mineral-Asphalt Mixture Ac11s50/70 For Kr1, 3.0 M Wide, 170.0 M Long, With An Area Of ​​510.0 M2 After Prior Spraying With Asphalt Emulsion. Along The Entire Length, The 0.50 M Wide Shoulder Should Also Be Hardened On Both Sides. The Entire Structure Will Be Made With An Optimal Mixture Of Crushed Aggregate Fraction 0-63 On An Area Of ​​170.0 M2 Thick. 15 Cm. On The Remaining Width, The Roadside