Tenders Are Invited For Improving Road Infrastructure In The Dębe Wielkie Commune - Reconstruction Of Ul. Korczak In Dębe Wielkie, Dębe Wielkie Commune

4.2. The Subject Of The Order Includes The Reconstruction Of The Municipal Road Of Korczaka Street In Dębe Wielkie, The Dębe Wielkie Commune, Which Will Consist In The Implementation Of Road And Sanitary Works Consisting In The Implementation Of The Rainwater Sewage System With Its Inclusion In The Existing Rainwater Sewage System In Ul. Szkolna In Dębem Wielki, Dębe Wielkie Commune And Then Execution In Particular: 1) At A Length Of 138 M Of Pedestrian And Roadway With A Pavement Pavement With The Following Parameters:- Concrete Cobblestone Of Gray Color- Thickness 8 Cm (1100 M2);- Cement-Sandy Sanding- 3 Cm Thick (1100 M2) Mechanically Stabilized Stabilized Fraction 0-31.5 Mm - Layer Thickness After Density - 20 Cm (1100 M2); - Cement Stabilized With Rm = 2.5Mpa (25Kg Of Cement Per 1M2), Layer Thickness After Thickening - 25Cm (1100 M2); - Concrete Resistors 15 X 30 Cm With A Concrete Bench, On Cement-Piaskowa C12/15 (290 M); 2) Of The Pavement At The Intersection Of Ul. Korczaka With Ul. School In The Following Range:- Foundations Made Of Broken Aggregates, Lower Layer, Layer Thickness After A Thickening Of 15Cm (8 M2);- Concrete Curbs Measuring 15X30cm, With A Concrete Bench, On Cement-Sand Bed (8 M); - Concrete Rim With Dimensions Of 20X6cm With Filling Of The Joints With Sand (9 M);- Pavements Made Of Concrete Cobblestones 8Cm Thick On Cement-Sand Bedding With Sand Filling With Sand (8 M2); 3) Adjustment Of Water Supply Valves (14 Pcs) And Vertical Adjustment At A Length Of 132.5 M From Ø 250 Mm Pvc Sn-16 Pipes And As Mentioned Above, It Should Be Included In The Existing Rainwater Sewage System In Ul. Szkolna In Dębem Wielki, Dębe Wielkie Commune. As Part Of The Rainwater Drainage System, The Side Departure Should Be Made, I.E. :- W11- K29 (Ø 200 Mm Pvc Sn-8 With A Length Of 2.0 M);- W12- K30 (Ø 200 Mm Pvc Sn-8 With A Length Of 2.0 M);- W13- K31 (Ø 200 Mm Pvc Sn-8 With A Length 3.0 M);- W14- W14- W14- W14- W14 (Ø 200 Mm Pvc Sn-8 With A Length Of 2.0 M) .5) During The Rainwater Drainage, 4 Inspection Wells With Wed. 600 Mm With Cast Iron Hatches Class D400, 4 Inspection Wells With Wed. 425 Mm With Cast Iron Inlets Class D400 With Dimensions Of 420X620 Mm (Including 3 Pcs With A Settler And 1 Pcs Without A Settler). In Addition, In Connection With The Altitude Collision, There Is 1 Water Supply Connection And 2 Sanitary Sewage Connections. After The Rainwater Sewage System, It Is Necessary To Carry Out A Television Inspection Of The Rainwater Sewage System. In Addition, After Completing All Work In The Field, The Contractor Will Be Obliged To Perform A Geodetic As -Built Inventory Of Carried Out Road And Sanitary Works. 6) The Material Related To The Correction Of The Top Layer Of The Road Surface Will Be Transported By The Contractor To The Place Indicated By The Contracting Authority (At A Distance Of Up To 5 Km) And Will Be In Possession Of The Ordering Party. Scope Than The Subject Of This Tender Procedure. Outside The Scope Is The Recon