France – Travaux de rénovation de ponts – RD 943 - Réhabilitation d'un ouvrage d'art sur la commune d'ARDENTES
AI summary
This tender concerns rehabilitation works on a stone arch bridge (RD 943) in Ardentes, Indre department. The project includes excavation, vault reinforcement with steel pinning, concrete repairs to the counter-vault, and bituminous surfacing of the roadway.
Construction contractors with demonstrated experience in bridge rehabilitation, masonry restoration, and civil engineering works are required to bid.
Suppliers must be qualified construction firms capable of executing specialized bridge rehabilitation work, including concrete work, bituminous paving, and structural reinforcement on heritage stone structures.
Frequently asked questions
What is this tender about?
This tender concerns rehabilitation works on a stone arch bridge (RD 943) in Ardentes, Indre department. The project includes excavation, vault reinforcement with steel pinning, concrete repairs to the counter-vault, and bituminous surfacing of the roadway.
What are the requirements for suppliers?
Suppliers must be qualified construction firms capable of executing specialized bridge rehabilitation work, including concrete work, bituminous paving, and structural reinforcement on heritage stone structures.
What type of company should bid?
Construction contractors with demonstrated experience in bridge rehabilitation, masonry restoration, and civil engineering works are required to bid.
Who is the buyer?
The buyer is Département de L'Indre.
Signalisation de chantier et d'exploitation, Terrassements en déblais (évacués à la décharge) : 155.00 m3, Épinglage de la voûte (4 HA10 au M2 : 138.00 u, Béton C25/30 semelle de la contre voûte : 9.50 m3, Béton projeté C30/37 contre voûte : 6.50m3, Grave bitume 0/14 EB 14 assise 35/50 : 139.00 t, Béton bitumineux semi grenu 0/10 EB 10 roul 35/50 : 36.00 t
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RD 943 - Réhabilitation d'un ouvrage d'art sur la commune d'ARDENTES
Signalisation de chantier et d'exploitation, Terrassements en déblais (évacués à la décharge) : 155.00 m3, Épinglage de la voûte (4 HA10 au M2 : 138.00 u, Béton C25/30 semelle de la contre voûte : 9.50 m3, Béton projeté C30/37 contre voûte : 6.50m3, Grave bitume 0/14 EB 14 assise 35/50 : 139.00 t, Béton bitumineux semi grenu 0/10 EB 10 roul 35/50 : 36.00 t
- QualityLa valeur technique25%
- PriceLe prix75%
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