3 The Surface With Dimensions Of 10X26.6M With Sorted Gravel And Access With Dimensions Will Be Subjected To The Surface. 11.35X4.0M With A Ground Surface And Hardened With Ankle. These Surfaces Will Be Replaced With Concrete Cobblestones. The Following Constructions Of The Square And Access Were Covered:- Abrasive Layer: Concrete Cube Gr. 8 Cm,- Technological Layer- Cem-Paska Bedding Gr. 4 Cm, - Basic Foundation - Unrelated Mixture C90/3 0/31.5Mm, Gr. 20Cm,- Frost-Protected Layer: Unrelated Mixture Cnr 0/63Mm, Gr. 40 Cm,- G4 Ground Substrate. Plac-Bearing Will Be Made Of 15X22cm Concrete Curbs On Benches Made Of Concrete C12/15. The Designed Longitudinal And Transverse Inclinations Will Ensure The Drainage Of Rain And Snowmelt From The Paved Surfaces To The Designed Linear Dehydration And Then Using The Sewage Connection To The Municipal Rainwater Sewage System. The C250 Class Tray With Cast Iron Grate Will Be Used For The Construction Of Linear Dehydration. The 17.5M Sewage System Will Be Made Of Pvc Fi200mm Pipes For The Municipal Rainwater Sewage Network. In Addition, In Place Of The Liquidated Fence And Gate, A Sliding Gate With A Width Of 4M With Fence Elements Ensuring Its Continuity Will Be Made. The Gate And All Fence Elements Will Be Made In The Standard Of The Existing Fence, From 3D Steel Paters (Galvanized And Powder -Painted) With A Height Of 120Cm. 3. Detailed Scope: 1. Preparatory Robots- Measuring Works- 0.06 Ha2. Demolition Works- Dismantling A Fragment Of The Fence- 9.60 M2- Dismantling Of The Pavement- 37.75 M2- Dismantling Of The Edge 8X30cm- 26.50 M- Disintelling Of The Curbs 15X30cm- 11.0 M- Demolition Of The Gravel Surface Of The Gravel Hand Expansion Of Devices- 13 Pcs Of Debris- 49.71 M3 3. Earthworks- 250.0 M3- Forming And Thickening Of Embankments- 1.8 M34. Road Foundation- Foundation From Aggregates (Unrelated Mixture Cnr 0/63Mm, Gr. 40Cm)- 374.8 M2- Foundation From Aggregates (Unrelated Mixture C90/3 0/31.5Mm, 20Cm Gr.)- 344.10 M25. Road Surface - Surface Made Of Cobblestones Gr. 8Cm (Gray) - 171.8 M2 - Surface Made Of Cobblestones Gr. 8Cm (Graphite Color) - 172.3 M2 - Strengthening Layer With Geotextile - 52.5 M2 - Gravel Surface Gr. 15Cm - 52.5 M26. Sidewalks- A Foundation From Aggregates (Unrelated Mixture Of Cnr 0/31.5Mm, 30 Cm Gr.)- 4.30 M2- Paving Pavement Of Gr. 6Cm (Red)- 4.30 M27. Curbs And Edges- Concrete Curbs Embedded 15X22cm On A Concrete Bench- 110.0 M8. Dehydration- Earthworks- 8.38 M3- Sleeping And Sandfall. 20Cm- 8.75 M2- Channel Made Of Pvc Pipes Fi 200Mm- 17.50 M- Laying Of Linear Drainage Troughs As200 Class C250, H = 255Mm With Cast Iron Grate And System Drainage Well-Underflow Well- 12.0 M9. Finishing Works- Planting And Humus Of Slopes- 30.0 M2- Making A Sliding Fence Gate 400X120cm And Supplementing Fence Elements With 3D Steel Lattice Panels (Galvanized And Powder -Painted) 8.0M Long - 1 Kplewaga: The Price Indicated In The Offer Should Also Take Into Account The Geodetic Default And The As -
Contact Information
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Gmina Kołaczyce,Kołaczyce,38-213,Podkarpackie,Pl821 - Krośnieński
Email
s.mackos@kolaczyce.itl.pl
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