Tenders Are Invited For Construction Of Myśliwska Street In Lębork - Stage Ii

1. The Subject Of The Order Is The Construction Of Ul. Myśliwska In Lębork - Stage Ii.2. Scope Includes:2.1. Construction Of Section A In The Range From Km 0+085 To 0+125 (Bituminous Road, Sidewalk On The South-West Side (Marked With A Red Box In The Documentation), Topsoil Covering The Length Of Culvert No. 2 Without Grass). From The Side Of The Pedestrian And Driving Route, End The Road Area With An Embedded Concrete Retainer. In This Section Of The Road, A Section Of The Rainwater Drainage System Must Be Constructed From The D1 Well To The Culvert (The Section Of The Rainwater Drainage System From The D2 Well To The D1 Well Will Be Constructed As Part Of Another Order)2.2. Construction Of A Roundabout At The Intersection Of Myśliwska - Tatrzańska - Sudecka Streets, Along With The Construction Of Culverts No. 2 And 3, Liquidation Of Culvert No. 6 And Construction Of A Rainwater Drainage System2.3. Construction Of The Designed Section Of The Street Tatrzańska In The Entire Scope, Including The Construction Of Culvert No. 1, A Passage Through A Drainage Ditch Made Of Concrete Cubes, Ending At The Entrance To Ul. Sudecka With An Embedded Concrete Resistor (Do Not Build A Section Of The Road With Concrete Cubes In Ul. Sudecka - Section C)) Along With The Construction Of A Rainwater Drainage System2.4. Construction Of Section E In Scope 2.4.1. From Km 0 + 000 To 0 + 200.00 - Construction Of A Sidewalk With Exits2.4.2. From Km 0 + 200.00 – Full Range2.4.3. Liquidation Of Culvert No. 52.4.4. Construction Of A Crossing Over The Ditch At Km 0 + 008 And At Km Approx. 0 + 110 (On The Extension Of One Elevated Pedestrian Crossing That Has Already Been Built)2.5. Full Construction Of Section D, Including The Construction Of A Rainwater Drainage System2.6. Construction Of A Mini Roundabout At The Intersection Of Section E - Section D - Section F, Along With Laying An Additional Culvert Ø600 Mm, Approx. 30 M Long, Crossing A Drainage Ditch And A Sidewalk2.7. Construction Of Section F - In Full Scope, Including The Construction Of Culvert No. 5 And The Passage Through The Drainage Ditch2.8. Construction Of A Mini Roundabout At The Intersection Of Myśliwska - Mazowiecka Streets With Reconstruction Of The Existing Bituminous Surface And Connection To The Existing Roads2.9. Construction Of Section G In The Scope: 2.9.1. Designed Sidewalk At The Intersection With Ul. Mazowiecka2.9.2. On The Section From Km 0 + 000 To 158.50 - Sidewalk And Entrances To The Property2.10. Construction Of Section H In The Scope Of: 2.10.1. On The Section Km 0 + 000 To Km 0 + 100 – Sidewalks With Entrances2.10.2. On The Section 0 + 100 To Km 0 + 284 In Full Scope 2.11. Removal Of Conflicts With The Existing Water Supply, Sanitary (Pressure) Sewage System, And The Gas Pipeline Described In The Detailed Design Of The Sanitary Sector And The Detailed Design Of The Reconstruction Of The Gas Pipeline2.12. Relocation Of The Existing Pole No. 304/3/1, No. 5.10/1, No. 5.8/1, No. 207/1/1, No. 207/1/15, No. 207/1/6, No. 207/1, No. 5.9/1 ; Removal Of Cable Interference 9, 6, 3, 2, 5, 4, 7 (Pipe Cover Was Laid In The First Stage Of Works), 8, 8A, 14, 13, 12, 11, 10; Install A Two-Arm Boom And Two 30W, Ip65 Led Fixtures On The Existing Pole 8.71; Removal Of Lighting Cable Collisions At The Intersection Of Ul. Myśliwska And Sandomierska In Accordance With The Detailed Design Of The Electrical Industry. The Scope Of Works Does Not Include The Construction Of Cables And Poles For New Street Lighting, I.E. Circuit 1 And The Cable Line From The Existing Pole 207/5 To The Designed Pole 207/7, 65 M Long, And The Designed Poles 207/ 6 And 207/7.2.13. Full Implementation Of The Scope Described In The Traffic Organization Project.3. Additionally, As Part Of The Task, The Contractor: 3.1. Due To The Low Load-Bearing Capacity Of The Soil In The Scope Of The Task In Question, The Contractor Will Replace The Soil Within The Road To The Extent Described In The Documentation Entitled: Construction Of Myśliwska Street In Lębork - Stage Ii - Replacement Of Ground For Structural Layers. Due To The Replacement Of The Soil Under The Road, We Will Not Perform: - A Layer Of Cement-Stabilized Soil 1.5 Mpa - 15 Cm - A Layer Of Improved Subsoil Made Of Non-Seeded Soil With Cbr > 20% - 10 Cm3.2. Will Lay An Additional Culvert Ø 600 Mm, Approx. 30 M Long, Referred To In Point 2.6. 3.3. Throughout The Entire Section Of The Scope Of Works, In The Designed Green Areas, Topsoil Will Be Performed Without Grassing3.4. During The Implementation Of The Works, It Will Provide The Area For Laying The Lighting Cable And Lighting Poles Within The Time Agreed With Energa Ozdrowienie Sp. Z O. O. Sopot