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A57 Reinforced Earth Abutments (DESIGN ONLY )

BALFOUR BEATTY CIVIL ENGINEERING LIMITED Published 24 Jul 2025 Contracts Finder

key details

Value£100,000
Statusactive
Category (CPV) 71320000
RegionNorth East, North West
Deadline7 Aug 2025
Contract start20 Aug 2025
Contract end4 Oct 2025
Procedureselective
SME suitableYes
OCIDocds-b5fd17-97197f8a-796b-45f1-838d-976e0d06f009

description

Description of the subcontract works

  • 1)Reinforced soil abutment TWs design required to support temporary bridge over A57 - see previous TWs drawing 0002 Rev C3 attached for solution similar to this we are looking to complete.
  • 2)A57 TWs loadings as per PDF annotated drawing attached "A57 Mottram - Temporary Bridge Reinforced Abutment LOADS Rev 1"
  • 3)Main loads to note are:
  • i.RC bankseat located on top of reinforced soil abutment - see TWs drawing 0011 Rev P1 attached from other scheme for 70m clear span temporary bridge, assume RC bankseat 1m deep subject to TWs

detailed design

  • ii.Assume PLAN area RC bankseat = 10m (transversally across temporary bridge) x 2m (along long

length temporary bridge) = 20m2

  • iii.MAX GBP, Z vertical @ 110kN/m2
  • iv.MAX horizonal load, X @ 726kN
  • 4)Temporary bridge to have 6.00m headroom clearance to soffit bridge deck with deflection from existing carriageway level
  • 5)Reinforced soil abutment height = 1m buried below egl + 5m above egl + 0.4m temporary bridge deflection (assumed) = 6.4m height
  • 6)1m road side face reinforced soil abutment to face RC bankseat
  • 7)2m non-road side face (not approach ramp side) to face RC bankseat
  • 8)Reinforced soil abutment faces to be vertical or nearly
  • 9)PLAN area main block reinforced soil abutments = 14m (East to West) x 8m (North to South), distance to required geogrid tail length
  • 10)TWs design life < 2 years
  • 11)Reinforced soil abutment fill 6F5 quarried material (preferable)
  • 12)Price to include TWs design and materials supply ONLY
  • 13)Suggested installers information to be passed on for BB to contact to discuss installation
  • 14)Price to also include for:
  • i.AIP TWs input for temporary bridge reinforced soil abutments element
  • ii.AIP DRN comments reply support to temporary bridge reinforced soil abutments element
  • iii.AIP Certificate review and signature (CEng MICE signature required)
  • iv.GDR input
  • v.TWs design calculations - provision of these on completion of TWs design
  • vi.TWs CAT 3 Check comment support to temporary bridge reinforced soil abutments element
  • vii.Site visits = allow 2No

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notice history

1 notice published against this procurement.

PublishedTypeRegimeNotice
24 Jul 2025 Tender amendment (tenderAmendment) · a1f17902-3859-4f21-b064-2ce1af6f4315-855862

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