Tenders Are Invited For Waste Disposal Site Construction Work - Construction Of Stage Iii - Cell 3 And Its Accompanying Infrastructure, Part Of The Waste Disposal Site, Serving The Municipalities Of Kameno, Burgas, Aytos, Karnobat, Nessebar, Pomorie, Rouen, Sredets And Sungurlare.

Waste Disposal Site Construction Work - Construction Of Stage Iii - Cell 3 And Its Accompanying Infrastructure, Part Of The Waste Disposal Site, Serving The Municipalities Of Kameno, Burgas, Aytos, Karnobat, Nessebar, Pomorie, Rouen, Sredets And Sungurlare.. Regional Enterprise For Waste Management Bratovo - Zapad Is Mainly Built In Land Property 57337.42.34, Burgas Region, Kameno Municipality, Polski Izvor Village, Type Of Permanent Use Household Waste Landfill (Landfill), Area 238554 Sq.M. The Designated Area For The Construction Of Cell 3, According To The Investment Project, Is 46,681 M2. The Territory Of The Property Represents A Negative Form. There Will Be Three Cells For The Disposal Of Household Waste - Cell 1, Cell 2 And Cell 3. In The Western Part, At The Moment, The Filled Cell 1 Is Located. In The Northern Part, Cell 2 Has Been Built And It Is In The Process Of Operation. The Future Cell 3 Is Located In The Eastern Part And Is The Smallest In Area. The Access To The Territory Is Partially Carried Out Via An Existing Asphalt Road Built To Serve Cell 2. The Property Has Waste Processing Installations, Wwtp, An Administrative Building, Etc. Located On A Site Designed For The Purpose. The Pool For Collecting Infiltrated Waters From Cell 1 (Rb1) Is Also Located On The Site, With The Waters Reaching It By Gravity. Cell 1 Is Formed With A Support Dike Built Near The Place Where The Construction Of The New Cell Is Planned. Under Cell 1, A Pipeline For Drained Water Was Laid, Which, When Contamination Was Detected, Was Discharged Into The Leachate Pipeline, And If It Was Clean, It Was Discharged. Drainage And Removal Of Water From The Surrounding Terrain Is Carried Out With Concrete-Lined Ditches And Gutters. Gas Wells Are Completed In The Waste Body Of Cell 1. An Operational Road With An Asphalt Coating And A Surface Width Of 4.5 M Has Been Completed. The Road Runs Along The Entire Length Of The Site, Without Completely Going Around Cell 1. Cell 2 Is Implemented Analogously To The One Described Above, As It Has A Separate Leachate Pool (Rb2). The Second Retention Basin (Rb2) Is Located At The Base Of Cell 2 And Is Connected To A Pipe With Retention Basin 1 (Rb1). The Territory On Which Cell 3 Will Be Built Is Heavily Forested And With A Gradient Of Up To 30M. The Slope Of The Terrain Reaches An Average Of 10%, And The Slopes From 1:3.1 Reach Up To 1:5. In The Lowest Part Immediately Next To The Dike Of Cell 2 Are The Outlets Of Waiting Pipelines For The Infiltrated And Drained Water Systems Coming From Cell 3. The Mouths Of The Pipelines Are Not Visible And Therefore Not Reflected In The Geodetic Survey. For The Needs Of The Project, The Data Laid Down In The Project For Cell 2 Have Been Accepted. Area Lighting And A Video Surveillance System Have Been Implemented. In The Area Of ​​The Territory On Which Cell 3 Will Be Built, Loose Earth Masses With A Volume Of About 100,000 Cubic Meters Are Observed. Access To These Tables Is By Temporary Earth-Type Roads. The Implementation Of The Construction And Assembly Works Is In The Following Sequence: Demolition Of The Fence Along The Existing Dike To Cell 3; Making Temporary Access Roads To The Site; Removal Of Grass, Shrubs And Trees, Including Uprooting And Removal Of Materials From The Construction Site

35,52,090 - BGN

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Global Tender Document	3c9f521a-e5a4-46a4-a7f2-13b715a3560e.html