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Page 192 of 8261
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BOOTHBY WILDLAND LIMITED
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17 Sept
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Supply Chain Notice: WP004 Groundworks / Demolition inc Relocate Memorial- Rock Barracks
Construction work· Published 17 Jun
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GREAT YARMOUTH PRESERVATION TRUST
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Scottish Ambulance Service
PPM, Reactive Repairs & Statutory Inspections Testing, Inspection and Risk Assessment of Hot and Cold Water Systems
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Ministry of Defence, DIO,
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Construction work· Published 17 Jun
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Ministry of Defence, DIO,
Supply Chain Notice: WP002 PCC Floors, Stairs and Lift Shaft CDP - Rock Barracks
Construction work· Published 17 Jun
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17 Jun
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CD
CORNWALL DEVELOPMENT COMPANY LTD
RIG Newquay - Water Treatment System Enabling Works - NQY JF2 THIS TENDER NOTICE HAS BEEN POSTED ON BEHALF OF RIG NEWQUAY AS THE ORGANISATION HAS APPLIED FOR ASPF GRANT FROM CORNWALLC OUNCIL THAT REQUIRES THEM TO UNDERTAKE A FORMAL TENDER PROCESS. CORNWALL COUNCIL/CORNWALL DEVELOPMENT COMPANY IS NOT RESPONSIBLE FOR ANY PROCUREMENT RESULTING FROM THIS TENDER NOTICE.
· Published 17 Jun
CLOSED
17 Jun
£86k
Estimated
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CF
WB
Wokingham Borough Council
WBCSEN187 - Highwood Primary School
Transport services· Published 17 Jun
Page 192 of 8261
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Notice peek

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BB
ClosedCF · 1014ff40690e

BBV Attenuation Tank Pre-Cast

Balfour Beatty VINCI JV HS2
Status
Closed
Estimated
£1.0m
Published
08 Sept 2025

Key facts

Notice ID
cf-04dc0d66-e465-4a13-bfe6-1014ff40690e
CPV code
45223500 · Construction work
Source
Contracts Finder

Timeline

  1. Published
    08 Sept 2025

Description

The scope of work includes design and supply of a precast Attenuation Tank for Duddeston Mill Road North, Birmingham. The tank will be made from precast concrete elements and will have an overall internal length of 31m and an internal width of 8.35m with a clear height of 1.70m. The structure will consist of a two-span box structure. A minimum of 2 no. access points to the tank are proposed close to the inlet and outlet locations, 750x750mm openings . The whole attenuation tank will be a fully precast concrete structure. The tank segments are fully integral twin-cell box structures without joints. Precast tank units shall be joined longitudinally by a concrete spigot and socket joint. Minimum design working life for each element The precast concrete elements of the tanks should have a design working life of not less than 120 years (Category 5). Concrete cover has been specified to achieve this lifespan. Other sub-elements will have the following design working lives: • Waterproofing: 30 years. • Sealants to joints of precast units: 20 years to first maintenance. General notes - Design, supply and delivery only - Future waterproofing proofing rebate to be proposed and agreed at design stage - Lifting points to be included in the design - Anticipate delivery of units with bituminous waterproofing system applied - Integrated joint waterproofing with compressible strip and - Assumptions and exclusions to be included

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