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Page 270 of 8261
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19 Mar
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Business services· Published 24 Feb
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£30.0m
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North East Combined Authority
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Business services· Published 24 Feb
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30 Mar
—
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R&D services· Published 24 Feb
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Education & training· Published 22 Feb
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NEUPC Ltd
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Industrial machinery· Published 22 Feb
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Ministry of Defence, DIO,
UKDPO/00602 UK Provision of Healthcare in the US - CF Opportunity Notice
Health & social· Published 21 Feb
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£1.2m
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North West Leicestershire District Council
NWL Supply and Installation of Fencing
Construction materials· Published 21 Feb
CLOSED
21 Mar
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Fareham Borough Council
e-ITT for the provision of Landscape design and consultancy services
Architecture & engineering· Published 21 Feb
CLOSED
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Forestry Commission FC
Field Data Collection Services DPS
Agriculture & forestry· Published 21 Feb
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Nottingham City Council
CPU 5944 Construction Materials Testing Framework
Construction work· Published 21 Feb
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AH
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A66 - Scheme 3A - Penrith to Temple Sowerby - Advanced Works - Dewatering Design
Business services· Published 21 Feb
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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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