The Subject Of The Order Is: Reconstruction Of The District Road No. P 1581R Nowosielce Through The Village At Km 1 + 621 - 2 + 400, Consisting In The Construction Of A Sidewalk. The Scope Of The Subject Of The Order Includes: 1. Preparatory Works:• Measurement Works On Linear Earthworks - Road Routes In Plain Terrain• Conducting Geodetic Measurements, Post-Construction Surveying• Manual Cutting And Grubbing, Medium Density Bushes And Undergrowth• Dismantling Pipe Culverts - Concrete Pipes With A Diameter Of 50 Cm• Dismantling Pipe Culverts - End Walls And Concrete Footings• Loading Rubble With A Backhoe Loader, Operated In Shifts By 3 Self-Unloading Vehicles• Removing Rubble From The Demolition Site By Mechanical Loading And Unloading With A Self-Unloading Vehicle Over A Distance Of 1 Km2. Road Widenings:• Ground Base Of The G3 Surface - Native Soil 25 Mpa<= E2• Frost-Protective Layer Made Of A Mixture Bound With A C1.5/2 Gr. Hydraulic Binder. Layers 20 Cm• Upper Base Base Made Of Unbound Aggregate 0/31.5 C90/3, Mechanically Stabilized 80 Mpa, After Compaction 20 Cm• Construction Of The Binding Layer Of Asphalt Concrete Ac 16 W 35/50 Gr. 20 Cm• Construction Of The Wearing Course Of Asphalt Concrete Ac 11 S 50/70 Gr. Layers 8 Cm3. Walk Made Of Concrete Pavers:• Deep Troughs. 46 Cm• Lower Foundation - Soil Stabilization With Cement With Rm=2.50 Mpa, Thickness. After Compaction 20 Cm• Upper Subbase Made Of 0/31.5 Unbound C90/3 Aggregate, Mechanically Stabilized 80 Mpa, Thickness. After Compaction 15 Cm• Sidewalks Made Of Concrete Paving Stones, 6 Cm Thick, On A 1:4 Cement-Sand Ballast, With Joints Filled With Sand, 3 Cm Thick• Concrete Edging Dimensions. 30 X 8 Cm On A C12/15 Concrete Bench With Resistance On A Cement-Sand Ballast Of 1:4 Gr. 5 Cm• Concrete Curbs Protruding 15 X 30 Cm On A C12/15 Concrete Footing With Resistance, On A Cement-Sand Ballast Of 1:4 Gr. 5 Cm• Grooves For Curbs And Edges4. Driving From Concrete Paving Stones:• Deep Troughs. 46 Cm• Lower Foundation - Soil Stabilization With Cement With Rm=20 Mpa, Thickness. After Compaction 20 Cm• Upper Subbase Made Of 0/31.5 Unbound C90/3 Aggregate, Mechanically Stabilized 80 Mpa, Thickness. After Compacting 15 Cm• Sidewalks Made Of Concrete Paving Stones, Thickness 8 Cm On A 1:4 Cement-Sand Ballast, With Joints Filled With Sand, Thickness 3 Cm• Grooves For Curbs And Edges• Flat Concrete Curbs 15 X 30 Cm On A C12/15 Concrete Footing With Resistance, On A Cement-Sand Ballast 1:4 Gr. 5 Cm• Reduced Concrete Curbs 15 X 30 Cm On A C12/15 Concrete Footing With Resistance, On A Cement-Sand Ballast 1:4 Gr. 5 Cm• Concrete Edges Dimensions. 30 X 8 Cm On A C12/15 Concrete Bench With Resistance On A Cement-Sand Ballast Of 1:4 Gr. 5 Cm5. Drainage - Rain Sewage:• Street Sewage Manholes, Reinforced Concrete, Dia. External 600 Mm• Round Cast Iron Sewer Manholes, Heavy Type• Structural Pp Pipelines, Dia. External 400 Mm• Reinforced Concrete Drainage Wells For Linear Drainage With A Clear Width Of 1000 Mm;
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Powiatowy Zarząd Dróg W Przeworsku, Ul. Słowackiego 17, 37-200 Przeworsk,Przeworsk,37-200,Podkarpackie,Pl822 - Przemyski
Contact No.
0166489724
Email
biuro@pzd-przeworsk.pl
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