Procurement notices · Find a Tender + Contracts Finder

Notices

Every UK public-sector procurement notice in one board — open opportunities, closed tenders, awards, and pre-market signals. Filter by deadline, value or CPV, and save your search as an alert.

Closing 24h

Open notices

Closing this week

Don’t miss

Open · all

70,824

Live opportunities

Posted · 24h

290

New notices

Posted · 30d

10,837

All notice types

Awarded · 7d

1,337

Market signal

497 noticesopen · sorted by deadline ascending

Page 21 of 25

Time to close

Value

Type

Buyer

Notice

Closing this week1 notice

26 Jun

£350k

Estimated

Tender

FTS · Works

Burnley Borough Council

Concrete Defect Repairs - Charter Walk Shopping Centre, Burnley, BB11 1PY

Construction work· Published 27 May

Closing in the next 30 days19 notices

26 Jun

£21k

Estimated

Below-thresh.

FTS · Works

Natural England

Rodney Stoke Access Track Improvements

Construction work· Published 22 May

Page 21 of 25

Previous Next

Notice peek

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

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. "