Greek Street, Stockport. Rail Bridge Reconstruction - Frc Package

GreatbritainTenders notice for Greek Street, Stockport. Rail Bridge Reconstruction - Frc Package. The reference ID of the tender is 103771544 and it is closing on 26 Jul 2024.

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Tender Details

  • Country: United Kingdom
  • Summary: Greek Street, Stockport. Rail Bridge Reconstruction - Frc Package
  • GBT Ref No: 103771544
  • Deadline: 26 Jul 2024
  • Competition: ICB
  • Financier: Self Financed
  • Purchaser Ownership: Public
  • Tender Value: 500000
  • Notice Type: Tender
  • Document Ref. No.: C4N82188495
  • Purchaser's Detail :
  • Purchaser : J MURPHY & SONS LIMITED
    Hiview House, Highgate Road London NW51TN UK
    Contact Person : Louise Day
    Email :louiseday@murphygroup.co.uk

  • Description :
  • CMP2/1a Greek street carries the two lane Greek Street Roundabout over the five track electrified West Coast Main Line, in Stockport City Centre. Two Tracks run below the East Span with the three remaining tracks below the west span. The bridge was originally a tunnel but was reconstructed as an overbridge in 1958.
    The Two span Simply supported superstructure consists of precast post-tensioned prestressed concrete deck beams and in-situ reinforced concrete deck slabs. Gaps between the beams are formed by in-situ reinforced concrete. The intermediate support is provided by a reinforced concrete crosshead beam, columns and foundation slab. The deck beams are post-tensioned transversely.

    Parapets for the structure are comprised of brickwork.

    The bridge has a skew spans of 9.14m on the east and 13.99m on the west side, at angles of 13 degrees.
    The carriageway width varies from 9 to 13m due to the layout of the roundabout. Footways are provided adjacent to the north and south parapets of the structure, with varying widths. Trief Kerbing with a mounted pedestrian guardrail are present to separate pedestrians from the carriageway.

    Greek Street Bridge is a two span post tensioned structure in which the latest PTSI assessment concluded that the structure is understrength and overstressed. Engineering standard NR/CIV/025 has been used to manage the substandard structure in the short term with additional moni...
  • Documents :
  •  Tender Notice

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