Tenders Are Invited For Construction Of Municipal Road No. 497579P - Kazimierza Wielkiego Street In Koło.

3 The Investment Is Located In A Circle On The Plots: 1) 42/1 (42/3, 42/4, 42/5) 15, 18/2, 16/1, 3/1, 2/1, 48/2, 47/2, 54, 40/1, 39/6, 39/4, 38/1, 55, 106, 42/1, 45/2 Registration Unit 300901_1 Dz. No. 589/1 Record Unit 300908_2 Kościelec Commune, Precinct 0008 Gozdów.3. General Data Of The Subject Of The Contract1) The Scope Of Works Includes: A) - Road Construction; B) - Construction Of A Pedestrian Road; C) - Construction Of Conventions; D) - Construction Of Roadsides; E) - Construction Of A Road For Pedestrians And Bicycles; F) - Construction Of Roadside Ditches With Culverts; G) - Construction Of A Rainwater Sewage System; H) - Construction Of A Lighting Network; I) - Reconstruction Of The Power Network; J) - Reconstruction Of The Teletechnical Network; 2) Road Industry. A) The Subject Of The Contract Is The Construction Of Municipal Road No. 497579P - Ul. Kazimierz Wielki In Koło. It Will Consist Primarily On The Construction Of A 3.5 - 5.0 M Wide -Width Road, Construction Of A Road For Pedestrians And Concrete Bicycles With A Width Of 3.0 M And A Variable Width From 1.5 M To 2.0 M In Light In Light, Structure Of Bilateral Roadsides With A Width Of 0.5 - 0.75 M, The Design Also Assumes The Construction Of Exits For The Property From The Concrete Cube In The Belt. Road .B) Road Surface, Roads For Pedestrians And Bicycles And Conventions Were Designed With A 8 Cm Thick Concrete Cube. At The Connection With The Road, A 15X30 Cm Street Curb (Elevated) Was Designed, While At The Site Of Pedestrian Crossing And Individual Conventions The Curb (Embedded) Or 12X25 Cm Resistor Was Lowered. A Concrete Rim Of 8X30 Cm Was Designed From The Property Side. At The Conventions, 15X30 Cm Or 12X25 Cm Street Concrete Curbs Were Designed. C) The Roadside Was Designed From A Broken Aggregate 0/31.5 With A Thickness Of 15 Cm Or Roadside With A 50 Cm Thick Draining Function. Some Exits To The Property Were Designed From Broken Aggregate. D) Rainwater And Snowmelt Will Be Collected From The Road Surface Through Street Inlets And Discharged To The Rainwater Sewage System With A Discharge To The Designed Roadside Ditches Through The Outlets Of The Rainwater Sewage System.- Technical Class Of The Road- D;- Design Speed- 50Km/H;- Traffic Category- Kr 2;- Length Of The Section Of The Municipal Road Covered By Construction- 617.80 M;- 617.80 M Section Covered By Construction (Old Inclusion In Poviat Road No. 3470P- Ul. Poniatowskiego)- 161.11 M;- Surface Of The Designed Road- Pavement Made Of Concrete Cubes;- Road Lane Width- 6.0 M ÷ 13.0 M;- Road Width- 3.5- 5.0 M. E) 6 Cm;- Cement-Sand Bed- 5 Cm;- Foundation Made Of Broken Aggregate 0/31.5 Mechanically Stabilized- 15 Cm. Straction Of The Pavement Surface With Concrete Rim With Dimensions Of 8X30x100cm On A Concrete Bench With Concrete Resistance (Concrete C12/15). At The Connection To The Road Connection, Use A 15X30x100 Cm Concrete Street Street On A Concrete Bench With Concrete Resistance (C12/15 Concrete). F) Const