The Subject Of The Order Are Construction Works Consisting In The Construction Of Ul. Zacisze In Darłowo In Accordance With The Building Permit Decision No. 53/2022 Of February 7, 2022, Mark Bs.6740.846.2021.Iv And The Attached Design Documentation. Construction Works Will Consist In The Performance Of Works In Individual Industries, In Particular: A. In The Sanitary Industry: - Construction Of A Rainwater Drainage System, Construction Of Road Inlets And Sewers To The Plot Boundaries, - Inclusion Of The Newly Built Network Into The Existing Stormwater Drainage Network (Dn1000 Pipeline), - Installation Of A Sedimentation Tank And A Sand Separator With A Non-Return Flap; - Removal Of Conflicts With The Existing Ones Networks And Connections.B. In The Electrical Industry: - Dismantling The Existing Street Lighting And Disabling The Existing Lighting Cable; - Construction Of New Lighting By Expanding The Power Grid And Installing 8 Lighting Poles (Poles And Luminaires From Dismantling); - Removing Collisions With Existing Low- And Medium-Voltage Networks.C . In The Road Industry: - Carrying Out The Necessary Demolition Of Existing Surfaces, Including: Concrete From Road Slabs, Concrete And Asphalt Cubes; - Troughing, Making Substructures, Setting Curbs And Edges; - Making Sidewalk Surfaces From Phaseless Concrete Cubes - Graphite Color, Dimensions. 10X20 Cm Thick 8 Cm - Construction Of The Road Surface And Exits From Phaseless Concrete Cubes - Gray Color, Dimensions. 10X20 Cm Thick 8 Cm. Attention! 1) The Design Documentation Assumes The Option Of Stabilizing The Subsoil With Cement If The Density Index Of 1.0 Is Not Achieved For The Native Soil - Do Not Estimate At The Valuation Stage. The Construction Of The Road Structure Should Be Estimated In Accordance With The Presented Design Solutions - Cross-Sections. Stabilization Of The Native Subsoil With Cement Will Constitute Possible Additional Works.2) The Variant Of Constructing The D2 Rainwater Sewage Well As A Rectangular Concrete Chamber With Dimensions Should Be Estimated. 1.5 Mx2.0 M With A Settling Tank H = 0.5 M And Install Non-Return Flaps At The Outlets Of Dn300 Pipelines. Inclusion Of The Rainwater Drainage System Behind The D2 Well Into The D1 Chamber On The Dn1000 Pipeline.3) Two Additional Exits From The Street Should Be Estimated And Constructed - Location Of Exits To Plot 117/9 And Plot 117/4.4) Disposal Of Excavated Material On The Contractors Own Responsibility In Accordance With Separate Regulations In In This Respect. The Ordering Party Recommends That The Contractor Plan The Works In Such A Way That They Affect The Traffic Of The Section Under Construction To The Smallest Possible Extent And Take Into Account The Everyday Communication Needs Of The Streets Inhabitants (Dead-End Street). Construction Of Additional Entrances And Passages For Street Residents On The Contractors Side. The Contractor Should Pay Particular Attention To Ensuring Traffic Safety During The Implementation Of Construction Works.
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