3.1. The Subject Of The Contract Is Construction Of An Internal Road (Polna Street) With Surface Drainage In The Town Of Radomierz And Requires The Following Works: • Reconstruction Of The Route In The Field, • Dismantling The Existing Culvert Made Of Concrete Pipes With A Diameter Of 40 Cm With Removal Of Rubble Off The Construction Site, • Execution Of Earthworks Related To Excavations For The Road Structure Of The Pedestrian And Driveway Route With Removal Of Excess Soil Off The Construction Site, • Execution Culvert Made Of Pehd Pipes Ø 400 Mm On A Gravel Foundation, Thick Layer. 10 Cm O Max. Grain Diameter Of 20 Mm With Backfilling Of The Trench With Sand Of 0/32 Mm Fraction, • Height Adjustment Of Inspection Chambers Using Spacer Adjustment Rings Made Of Concrete Or Plastic, • Height Adjustment Of Wells For Water Supply Valves On Concrete Relief Slabs, • Arrangement Of Two-Part Casing Pipes On Power And Telecommunications Cables Along With Digging A Groove On The Cable And Backfilling The Trench, • Mechanical Profiling And Compacting The Subsoil For The Construction Layers Of The Pedestrian And Carriageway Road, • Making A Geotextile Reinforcing Layer Of The Ground For The Above-Mentioned Technological Exits, • Making The Lower And Upper Foundation Of Crushed Aggregate With Continuous Grain, Mechanically Stabilized Under The Pedestrian And Carriageway Road, • Setting Vibro-Pressed Concrete Inrun Curbs 15X22 Cm On A Concrete Footing With Resistance, • Setting Resistors Vibro-Pressed Concrete 12X25 Cm On A Concrete Footing With Resistance On The Pedestrian And Road Route, • Laying A Permeable Surface Made Of Vibro-Pressed Paving Stones, Thickness. 8 Cm In Gray On The Pedestrian And Driving Route, • Laying The Surface With Vibro-Pressed Paving Stones, Thickness. 8 Cm In Gray Color On The Pedestrian And Driving Route, • Laying The Surface Of Vibro-Pressed Paving Stones, Thickness. 8 Cm Red Chicanes On The Road Of The Pedestrian And Driving Route, • Planting Of Dirt Roadsides And Topsoiling With Grass Seeds, • Strengthening The Front Walls Of The Culvert With Paving (Erratic Field Stone) Placed On A Layer Of Thick Concrete. 15 Cm, Concrete Class C8/10, • Desilting With Ongoing Maintenance Of The Silt Ditch With Transport Of Excavated Material Up To 10 Km With A Thickness Of 80 Cm (20 M Long Sections On Each Side Of The Culvert), • Installation Of Vertical Markings. 3.2. The Contractor Will Make The Subject Of The Order From Its Own Materials.3.3. The Scope Of The Subject Of The Order Also Includes An As-Built Surveying Inventory. 3.4. A Detailed Description Of The Subject Of The Order Is The Design Documentation Prepared By: Road And Street Design Andrzej Włodarczak - Annex No. 9 To Swz.3.5. The Contractors Obligations Include Carrying Out All Necessary Tests And Bearing All Related Costs, As Well As Preparing A Traffic Organization Project, Installing And Maintaining Signage For The Duration Of The Works.
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Gmina Przemęt,Przemęt,64-234,Wielkopolskie,Pl417 - Leszczyński
Email
urzad@przemet.pl
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