GTR 111619043

Tenders Are Invited For Runway Construction Works – Paris Charles De Gaulle Airport - Case N°142335 & 142290- Rehabilitation Of Runway 08L/26R And Associated Cavs

ICB — International Competitive Bid Closed Western Europe
Tender Information
GTR Reference
111619043
Tendering Authority
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Tender No
246091-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Runway Construction Works – Paris Charles De Gaulle Airport - Case N°142335 & 142290- Rehabilitation Of Runway 08L/26R And Associated Cavs
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Western Europe
Political Region
European Union,G20
Last Date of Bid Submission
26-05-2026 Closed
Work Detail
Runway Construction Works – Paris Charles De Gaulle Airport - Case N°142335 & 142290- Rehabilitation Of Runway 08L/26R And Associated Cavs. The Purpose Of This Consultation Is The Rehabilitation Work On Runway 2 – 08L/26R At Paris Charles De Gaulle Airport And The Aircraft Taxiways (Vca) Serving The Said Runway. Its Main Purpose Is The Execution Of The Following Services: · The Renovation Of Runway 2-08L/26R By Resurfacing With Asphalt And, Locally, By Demolition And Reconstruction Into A Semi-Rigid Structure, Including Its Sanitation And The Specific Treatment Of Runoff Water In The Gypsum Zone; · Resurfacing With Road Surface Of The Interior Shoulders Of Runway 2-08L/26R (Outside Also In Gypsum Zone), · Demolition Then Reconstruction Of The Exterior Shoulders Of Runway 2-08L/26R (Outside Gypsum Zone) Into Draining Shoulders; · The Resurfacing Of A Surface Of The T1 Taxiway With Aeronautical Coating In Order To Allow The Connection In Accordance With The New Longitudinal Profile Of The Runway As Well As The Structure Of The Shoulders; · The Complete Reconstruction In Connection To The Track Of Taxiways T2, T3, T4, T5, T6, T9, T10, T11, T12, S1, S2, S3 And S6 In Hydraulic Concrete (As Well As The Associated Shoulders In A Semi-Rigid Structure); · The Resurfacing Of The Surfaces Of Dgv W1, W2, W4, W3, W5 And W6 With Aeronautical Coating; · The Localized Reconstruction Of The Dgv W1 (967 M²) Up To The Level Of The Earthworks In Order To Allow Its Compliant Connection In Projected Leveling; · The Resurfacing Of The Vca R1 With Aeronautical Coating, Taking Into Account The Low Traffic Circulating On The Latter; · The Construction Of Extra Widths In Aeronautical Coating In Line With Vca T1, T6, T11, T12 And R1 For Compliance; · Renovation Of The Shoulders Of The Vca S3 In The Gypsum Zone; · Resurfacing Of Vca S7 And S9 With Aeronautical Coating And Associated Shoulders With Road Coating; · The Renovation Of The Service Roads Associated With Track 2 And Outside The Easements Of Track 4; · Excavation/Fill Earthworks To Bring Vegetated Strips Into Conformity; · The Work Of Implementing Topsoil And Turfing Of Vegetated Strips; · Civil Engineering Works On Dry Networks To Be Modified Or Created; Y Compris Le Tranchage Des Couches De Fondations Pour Passage De Câbles De Balisage, · Les Travaux Dassainissement Comprenant La Gestion Des Eaux Récupérés Par Les Accotements Drainant Projetés De La Piste 2, Le Drainage Des Chambres Électriques Créées Et La Reprise Ou La Création De Caniveaux À Fente, Ainsi Que Les Aménagements Spécifiques Liés Aux Zones De Gypse Et Regards Et Les Canalisations Enterrées Associées À Lensemble ; · Horizontal Signaling Work Linked To The Rehabilitation Of The Runway And Aircraft Taxiways; · The Implementation Of Daytime Markings On The Newly Created Route. · The Construction Of Two High-Capacity Multitubular Tubes In Place Of The Technical Gallery Of Threshold 08L And The Technical Gallery Of Threshold 26R. The Arrangements
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