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Page 340 of 8261
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28 Feb
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Health & social· Published 10 Feb
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10 Mar
£45k
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£480k
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21 Feb
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Gloucestershire County Council
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Printed matter· Published 10 Feb
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£450k
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Harrow Council
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28 Feb
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Liverpool City Region Combined Authority
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Transport services· Published 10 Feb
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24 Feb
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Shrewsbury Town Council
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SME WHOLESALE FINANCE (LONDON) LIMITED
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Financial services· Published 10 Feb
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Dudley Metropolitan Borough Council
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Shrewsbury Town Council
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Agricultural products· Published 10 Feb
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10 Mar
£500k
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University of Bath
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20 Feb
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03 Apr
£15.4m
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North East & Yorkshire NHS Pharmaceutical Purchasing Consortium (Hosted by the Contracting Authority Leeds Teaching Hospitals NHS Trust)
NEYPPC Pharmacy - Unlicensed Imported Medicines 2025
Medical equipment· Published 10 Feb
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07 Mar
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Estimated
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OG
Overton Grange School
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Sewage & refuse· Published 10 Feb
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10 Feb
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FTS · Services
RC
Royal Cornwall Hospitals Trust
NHS2239 Microbiology Services 24-25
Health & social· Published 10 Feb
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—
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MM
MOTT MACDONALD LIMITED
Sierra Leone JSS and SSS National Assessment
R&D services· Published 10 Feb
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10 Mar
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DC
Durham County Council
Autism Support Services
Health & social· Published 10 Feb
Page 340 of 8261
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Notice peek

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BB
ClosedCF · 6542a9c1fea1

BBV Sublot 1B Tunnel Grout Treatment

Balfour Beatty VINCI JV HS2
Status
Closed
Estimated
£2.5m
Published
08 Sept 2025

Key facts

Notice ID
cf-bdf5d5a4-c383-4335-9366-6542a9c1fea1
CPV code
44831400 · Construction materials
Source
Contracts Finder

Timeline

  1. Published
    08 Sept 2025

Description

"Ground Treatment " The SC (Subcontractor) will assess the findings of the probe hole investigation and will develop the grout treatment strategy to be followed with a scope to minimize any excess water ingress during CP excavation and improve the ground stability. Grouting operations will include stage permeation grouting on max 1m steps, with the use of packers. Subcontractor based on ground and ground-water conditions as revealed from ground investigation (probe holes) shall develop the grouting strategy. The strategy will include as a minimum but not exclusively the following: • A grouting pattern of primary and secondary on the periphery of CP profile • Drilling diameter, orientation, and lengths of each grouting hole • Bottom-up grouting stages with the use of packers. The grouting stages should not exceed the length of 1m. • In case required (unstable ground) Subcontractor may need to make use of a tube a manchette TAM (sleeve pipes) system to perform the grouting. In this case the strategy should be developed accordingly. • Mix design(s) of the grout injection • Max Pressure and max Volume criteria for stopping each grouting stage • Tertiary drilling holes in case primary and secondary do not reach the target criteria. • As built records grouting locations lengths stages grout consumptions and max pressure. "

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