Tenders Are Invited For Reconstruction Of The Section Of The Municipal Road No. 09083C - Notecka Street From Km 0+004.2 To 0+170 In Nakło Nad Notecią.

The Subject Of The Contract Is The Reconstruction Of Notecka Street In Nakło (Within The Right-Of-Way Along With The Construction Of A Service Channel: - Plots 1962 - Precinct Nakło 0001) On The Section: - Ul. Długa - Ring Road Of Nakło Nad Notecią - Km 0+004.20 - 0+170 Section Length 165.80 M, Excluding Section 0+088 - 0+094.20 Bridge Structure Of The Śleska The Existing Area Is A Lane Of A Municipal Road With A Variable Width In The Range Of 8-12 M In Built-Up Areas With A Cobblestone And Crushed Stone Roadway.  Permanent Traffic Organization,  Finishing Works (Land Levelling). Adopted Technical Parameters: - Road Class - D ½ - Design Speed - 40 Km/H - Traffic Category - Kr 1 - Load On The Axle - 80 Kn - Roadway Width – 4.70 - 6.00 M Pavement Width - 1.5- 2.0 M The Route Starts At The Intersection Of Notecka Street And Ul. Długa (Km 0+004.20). The End Of The Sections Route - Bypass Of Nakło Nad Notecią (Section 0+088.20 - 0+094.20 - Excluded From The Scope - Bridge Structure). A Right-Hand Side Pavement Of Variable Width Is Designed (Section Długa Street - Entry Km Sp 0+ 038.2 ). Sand; - Foundation - Mechanically Stabilized Broken Aggregate (0/31.5) With A Layer Thickness Of 20 Cm - Reinforcement Of The Substrate - A Mixture Bound With Cement C1.5/2 Mp, Layer Thickness Of 15 Cm - Frost-Resistant Layer Of Sand - Layer Thickness Of 20 Cm; - Geotextile. Structure Framing: Concrete Curb Protruding Street Type, Dimensions 15X30x100 Cm, Concrete Curb Type Entrance, Dimensions 15X22x100 Cm, Concrete Curb Type Resistor, Dimensions 12X25x100 Cm. Curbs Set On A Concrete Footing With Resistance C12/15 Pavement Structure - Pavement - Gray Paving Stones 8 Cm Thick Laid On A 4 Cm Cement-Sand Bedding - Sand Bedding With A Layer Thickness Of 15 Cm Pavement Structure - Entrances - Paving Stones 8 Cm Thick Red Laid On 4 Cm Cement-Sand Bedding - Foundation - Mechanically Stabilized Broken Aggregate (0/31.5) With A Layer Thickness Of 20 Cm - Reinforcement Of The Substrate - A Mixture Bound With Cement C1.5/2 Mp, A Layer Of Thickness Of 15 Cm Structure Framing - Concrete Edging With Dimensions Of 8X30x100 Cm Set On A Concrete Bench With Resistance C12/15. Service Channel: Due To The Planned Reconstruction Of Ul. Notecka, The Scope Of The Task Also Includes The Construction Of Telecommunications Infrastructure - A Service Duct. The Service Duct Will Be Built As A Street [Ktu] And A Culvert [Ktp] In Accordance With The Land Development Plan. The Service Duct Will Include The Construction Of Sko-2G Cable Chambers In The Locations Shown In The Drawings Project. The Detailed Scope Has Been Specified In The Attached Design Documentation. According To The Geodetic Inventory And Markings, The Following Utilities Are Present In The Area In Question: - Power Lines And Cables - Sanitary Sewage System - Water Supply System - Lighting Of The Area