Tenders Are Invited For Modernization Of The Municipal Road In Żeleźnica in Poland

Work Detail

1. The Subject Of The Order Is The Reconstruction Of An Internal Road Located On Plot No. 40 And 190, District 0026 Żeleźnica, In The Town As Part Of The Investment Project Entitled: Modernization Of The Municipal Road In Żeleźnica. 2. The Subject Of The Order Includes A Road Section Located On Plots No. 40 And 190 Within 0026 Żeleźnica, Commune. Przedbórz. The Road Has The Status Of An Internal Municipal Road And Serves As An Access Road To Adjacent Areas, Including Agricultural Land. The Road Surface Is Made Entirely Of Natural Aggregate With A Variable Width From 3.5 M To 4.0 M. At Km 0+462.96 - 0+475.44 The Road Runs Through A Bridge Over The Czarna Watercourse. The Road Will Run In The Existing Track. Type Of Surface To Be Constructed: 2.1. Layout Of Layers On The Section 0+000.00 - 0+462.96 M: 1) Driving Layer Made Of Crushed Aggregate Fraction 0/31.5 Mm, 15 Cm Thick (After Compaction) 2) Existing Road Structure (Surface Made Of Natural Aggregate) 2.2. Layout Of Layers On A Fragment Of The Local Lowering Of The Road Grade 0+475.44 - 0+608.07 M: 1) Base Course Made Of Crushed Aggregate Fraction 0/63 Mm, Layer Thickness: 30 Cm (After Compaction) 2) Driving Layer Made Of Crushed Aggregate Fraction 0/31.5 Mm, 10 Cm Thick (After Compaction) 3) Existing Road Structure (Surface Made Of Natural Aggregate)2.3. Layout Of Layers On The Section 0+608.07– 0+711.63 M:1) Base Base Made Of Crushed Aggregate Fraction 0/63 Mm, Layer Thickness: 30 Cm (After Compaction)2) Leveling Layer Made Of Crushed Aggregate Fraction 0/63 Mm, Layer Thickness: 30 Cm (After Compaction)3) Road Course Made Of Aggregate Broken Fraction 0/31.5 Mm With A Thickness Of 10 Cm (After Compaction)4) Existing Road Structure (Surface Made Of Natural Aggregate).2.4. A Detailed Description Of The Subject Of The Order And Technical Parameters Are Specified In: Bill Of Quantities - Annex No. 8 To The Swz, Technical Documentation - Annex No. 9 To The Swz.

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