Tenders Are Invited For Construction Of A Sidewalk Along District Road No. 4796P On The Drobnin-Kociugi Section

1. The Subject Of The Order Is: Construction Of A Sidewalk Along The District Road No. 4796P On The Drobnin-Kociugi Section.2.The Subject Of The Study Is The Construction Of A Sidewalk Along The District Road No. 4796P On The Drobnin - Kociugi Commune Section. Krzemieniewo. During The Implementation Of The Investment, It Is Also Necessary To Renovate A Section Of The Existing Sidewalk, Build A Rainwater Drainage System, Clean The Existing Road Ditch, Extend The Culvert On The Watercourse And Change The Route Of Cable Lines Due To The Collision Of The Existing Power Infrastructure And The Newly Constructed Sidewalk With The Stormwater Drainage System. In Addition, A Change In The Road Traffic Organization Should Be Introduced In Accordance With The Approved Sor Project. 3. Scope Of Construction: The Task Envisages The Reconstruction Of The Existing Sidewalk From Km 0+000 To Km 0+451.00 Along With The Construction Of New Pedestrian Crossings And Small Sections Of New Sidewalks. From Km 0+451.00 To Km 2+412.40, A New 1.8 M Wide Sidewalk Is Planned; 2.0M; 2.5 M Depending On The Mileage Of The Road. The Existing Road Ditch Is Planned To Be Cleaned Along The Planned Sidewalk. As Part Of The Study, It Is Planned To Recreate The Existing Exits To The Fields And Make Them 5.0 M Wide. On Part Of The Road Section, Drainage Is Planned In The Form Of Rain Inlets, Discharging Rainwater From The Road And Sidewalk To The Existing Or Planned Rainwater Drainage System Or Road Ditches. As Part Of The Study, It Is Necessary To Extend The Existing Culvert Located At Km 1+930.15 With A Diameter Of 2 × 1500 Mm, Made Of Concrete Rings. The Extension Is Planned To Be Made On The Southern Side With A Length Of 4 M. The Extension Of The Culvert Requires Adjustment Of The Existing Bed Of The Luboński Trench.• Design Area Of The Sidewalk With A Bituminous Surface: 3,331.00 M2• Area Of The Designed And Renovated Sidewalk With A Concrete Block Surface: 1,476.00 M2• Design Area Of Individual Exits With A Bituminous Surface: 579.00 M2• Area Of The Designed Individual Exits With A Concrete Block Surface: 285.00 M2• Length Of The Reconstructed Sidewalk 456.00 M• Length Of The Designed Sidewalk 1954.40 M• Length Kd Ø315mm 66.50 M• Length Kd Ø400mm 47.50 M• Length Kd Ø160mm (Channels) 219.90 M• Number Of Kd Wells Ø600mm 1 Pc.• Number Of Kd Wells Ø1000mm 10 Pcs.• Number Of Rain Inlets Ø500mm 32 Pcs.• Length Of Culverts Ø400mm 90.0 M. The Scope Of The Investment Also Includes The Elimination Of Conflicts Between The Enea Operator Network And The Planned Area Development.4.Particular Attention Should Be Paid To Works Carried Out Near Existing Sanitary, Energy, Telecommunications Networks, Etc. Works Near The Networks Should Be Carried Out Manually With Particular Caution. 5. The Works Should Be Carried Out In Accordance With Applicable Technical And Construction Regulations As Well As General Knowledge And Principles Of Performing Construction Works. Before Submitting An Offer, The Con