Renovation Work on Rue Des Stepennes in Anthisnes as Part of a Subsidy Granted to... Tender

Procurement Summary

Country : Belgium

Summary : Renovation Work on Rue Des Stepennes in Anthisnes as Part of a Subsidy Granted to the Improvement of Agricultural Roads

Deadline : 29 Apr 2024

Other Information

Notice Type : Tender

TOT Ref.No.: 99291357

Document Ref. No. : PPP0C9-141/4017/TR-2022-01_001

Competition : ICB

Financier : Self Financed

Purchaser Ownership : Public

Tender Value : Refer Document

Purchaser's Detail

Purchaser : ANTHISNES
Belgium
[Disclaimer: For Exact Organization/Tendering Authority details, please refer to the tender notice.]
Belgium

Tender Details

Rue des Stepennes has a total length of approximately 2, 100 m between the crossroads with Rue du Vieux Chateau and the entrance to the Bois de Tolumont. This section also includes the portion of road (dead end) which serves dwellings no. 8 to 16. The works mainly include: Cumulative 0 to 290 (Axe 1) - the demolition of existing concrete water nets; - Breaking up the existing covering by milling, without evacuation; - the creation of type IIA2 water trickles on a C16/20 lean concrete foundation; - reprofiling and compaction of the existing foundation; - laying a layer ofe reprofiling in hydrocarbon type AC-14base3-1; - the installation of a 4 cm thick hydrocarbon wear layer type AC-14surf 1-1; - the leveling and patching of shoulders identical to the existing ones; - cleaning of existing ditches; Cumulative 290 to 1855 (Axis 1) - the morcpurely by milling the existing covering, without evacuation; - the reloading and reprofiling of the existing foundation with type I stonework (variable thickness, maximum 10 cm); - the installation of a hydrocarbon reprofiling layer type AC-14base3-1; - laying a wear layern hydrocarbon type AC-14surf 1-1, 4 cm thick; - leveling shoulders using type 2 sub-foundation products; - cleaning of existing ditches; - Planting a free hedge 250 m long; Cumulative 0 to 195 (Axis 2) - fragmentation by milling of the existing coatingso much, without evacuation; - the reloading and reprofiling of the existing foundation with type I stonework (variable thickness, maximum 10 cm); - the installation of a hydrocarbon reprofiling layer type AC-14base3-1; - the installation of a hydrocarbon wear layer type AC-14surf 1-1 of 4 cm thick; - leveling shoulders using type 2 sub-foundation products; Cumulative 195 to 216 (Axis 2) - the necessary demolitions and earthworks; - the installation of ID1 type borders on a C16/20 lean concrete foundation; - the installation of a type 2 sub-foundation of 20 cm dthickness and a type II foundation 20 cm thick; - the installation of a hydrocarbon reprofiling layer type AC-14base3-1, 4 cm thick; - the installation of a 4 cm thick hydrocarbon wear layer type AC-14surf 1-1; - leveling shoulders using productstype 2 sub-foundation; The work described above is not exhaustive, the details of the work are included in the technical clauses and the summary measurement annexed to these special specifications.

Type: Works

Surface work for roads (45233220)

Documents

 Tender Notice