Tenders Are Invited For Reconstruction Of Municipal Road No. 103031G In The Town Of Żelkowo On Plots No. 107, 94, 37/1 Rev. Żelkowo, Commune Główczyce

1. The Subject Of The Order Is The Reconstruction Of Municipal Road No. 103031G In The Town Of Żelkowo On The Plots No. 107, 94, 37/1 Rev. Żelkowo, Commune Główczyce, At Km 0+000-0+466.2. The Order Envisages Reconstruction Of The Existing Road On A 446 M Long Section. The Designed Road Surface On Section 0+000-0+174 Will Be Made Of Concrete Blocks. Gr. 8Cm, Gray, Framed With A Concrete Resistor. 12X25x100cm. The Entrances To The Property Are Made Of Concrete Blocks. 8X30x100 Cm, Red. The Roadsides Will Be Made Of Mechanically Stabilized Crushed Aggregate With A Fraction Of 0-31.5 Mm And A Width Of 0.5 M. The Road Will Be 5.0 M Wide. The Road Crown Together With The Shoulders Will Be 6.0 M Wide. A Roof Slope Of 2.0% Was Designed. On The Roadside, A One-Sided Drop Of 6.0%. From Km 0+174-0+446, The Road Will Be Made Of Concrete Surface And Jomb Slabs. Two 2.0 M Wide Lanes, Each Lane Will Be On The Outside Of The Road, And In The Middle There Will Be A 1.0 M Wide Jomb Slab. The Total Width Of The Surface Is 5.0 M. On The Entire Section Of The Roadside With Kł 0-31.5Mm Width 0.5M. Entrances To The Property And Fields Will Be Made Of Concrete. The Road Crown Together With The Shoulders Will Be 6.0 M Wide. A Slope To The Center Of The Surface And A One-Sided Slope Of 2.0% Was Designed. On The Roadside, A One-Sided Drop Of 6.0%. There Are Five Trees To Be Cut Down. The Investor Will Obtain Permission To Cut Them Down.3. As Part Of The Subject Of The Order, The Contractor Will Be Obliged To: 3.1. Scope Of Works From Km 0+000 To Km 0+1743.1.1. Demolition Of Pavement,3.1.2. Execution Of Earthworks According To Cross-Sections, 3.1.3. Execution Of A Leveling And Frost Protection Layer Of Soil Stabilized With Cement C1.5/2.0 Gr. Layers 20Cm,3.1.4. Execution Of The Foundation Layer From Kł 0-31.5 Mm - Thickness. Layers 15Cm,3.1.5. Making A Layer Of Sand Bedding. Gr. 5Cm,3.1.6. Making A Wearing Course Of Concrete Blocks. Gr. 8Cm,3.1.7. Construction Of Roadsides 0.5 M Wide With Kł 0-31.5 Mm – Thickness Layers 48Cm,3.1.8. Construction Of Exits And Entrances To The Property From Concrete Blocks, 3.1.9. Pavement Framing With Concrete Resist. 12X25x100 Cm And An Overrun Curb 15X22x100 Cm Along The Entire Road Section.3.2. Scope Of Works From Km 0+174 To Km 0+4463.2.1. Demolition Of Pavement,3.2.2. Execution Of Earthworks According To Cross-Sections,3.2.3. Execution Of A Leveling And Frost Protection Layer Of Soil Stabilized With Cement C1.5/2.0 Gr. Layers 10Cm,3.2.4. Execution Of The Foundation Layer From Kł 0-31.5 – Thickness Layers 15Cm,3.2.5. Execution Of The Wearing Course Of C30/37 Concrete (Two Strips, Each Two Meters Wide) - Thickness. Layers 18Cm,3.2.6. Construction Of Roadsides 0.5 M Wide With Kł 0-31.5 Mm – Thickness Layers 43Cm,3.2.7. Construction Of Concrete Exits C30/37 – Group Layers 18Cm,3.2.8. Construction Of The Wearing Course Of Jomb Boards (1.0 M Wide Strip In The Middle Of The Road) A 12.5 Cm Layer Placed Additionally On 5.5 Cm Of Sand Bedding. Th