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Value

Type

Buyer

Notice

Closing this week4 notices

13 Jul

—

Estimated

Tender

Government Digital Service

SMS Provider(s) for GOV.UK Notify - Early Market Engagement

Radio & TV equipment· Published 23 Jun

13 Jul

£65k

Estimated

Below-thresh.

FTS · Services

Coventry City Council (COV)

COV - Willenhall - Pride in Place Programme - Request for Quotation

Business services· Published 01 Jul

13 Jul

£243k

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Tender

FTS · Services

Cardiff Council

Lamby Way Solar Farm Operations & Management

Petroleum & fuel· Published 18 Jun

14 Jul

£105.0m

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South Eastern Health and Social Care Trust

Orthopaedics – Trauma and Joint Replacement Products

Medical equipment· Published 11 Jun

Closing in the next 30 days16 notices

14 Jul

£1.8m

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Tender

FTS · Services

Sheffield City Council

Bikeability Cycle Training 2026

Education & training· Published 19 Jun

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Notice peek

AwardCF · 2e2b02c447dd

S30084 M60 Barton High Level Bridge - Bearing Adjustment - Cat 3 checks for the substructure AIP and GI survey reviews

National Highways

Status

Awarded

Estimated

—

Published

03 Jul 2026

Key facts

Notice ID: cf-5749e1a2-e8e5-4723-952e-2e2b02c447dd
CPV code: 73220000 · R&D services
Awarded to: AtkinsRéalis Jacobs Joint Venture
Source: Contracts Finder

Timeline

Published
03 Jul 2026
Awarded
02 Jul 2026

Description

Barton High Level Bridge (BHLB) is an eighteen-span steel-concrete composite structure carrying the M60 over the Manchester Ship Canal. The original bridge, constructed in 1960, comprised two independent deck halves formed from four longitudinal composite girders each, separated by a central reserve joint and supported by reinforced concrete bank seat abutments and hollow-column piers. The bridge was later widened between 1986 and 1989 as part of the M63 improvement works, with new edge girders and an extended deck slab added on both sides. Pre-widening investigations identified slight alkali-aggregate reactivity (AAR) in the original concrete, prompting a change in design approach. Instead of creating monolithic widened piers, the new outer supports were redesigned as independent, free-standing hollow reinforced-concrete columns founded on separate piles and connected to the original piers via link-and-pin "Pin Bearings". This configuration allowed independent vertical behaviour while constraining lateral and longitudinal movement, with the understanding that long-term monitoring and periodic bearing adjustments would be required to manage differential movements.