Official UK procurement notice
Framework for the provision of a Tunnelling, Drilling & Shaft Works for Build Only and Design & Build
Authority: SEVERN TRENT WATER LIMITED (Public body)·Consortium: 2 public authorities
What is being bought2 lots · detail below
Published requirement descriptionThe Utilities requirement is for the provision of a multi lot Tunnelling, Drilling & Shaft Works Framework for the delivery of works as Build Only and Design & Build across the Utilities regions.
The Lots are detailed below.
B = Build Only, D&B = Design & Build
1 B Pipe Ramming
1 D&B Pipe Ramming
2 B Thrust Boring
2 D&B Thrust Boring
3 B Horizontal Directional Drilling (25-630)
3 D&B Horizontal Directional Drilling (25-630)
4 B Horizontal Directional Drilling (630-1200)
4 D&B Horizontal Directional Drilling (630-1200)
5 B Horizontal Directional Drilling - Rock Drilling (50-500)
5 D&B Horizontal Directional Drilling - Rock Drilling (50-500)
6 B Timber Heading
6 D&B Timber Heading
7 B Micro Tunnelling
7 D&B Micro Tunnelling
8 B Auger Boring
8 D&B Auger Boring
9 B Direct Pipe
9 D&B Direct Pipe
10 B Pipe Jacking
10 D&B Pipe Jacking
11 B Segmental Tunnelling
11 D&B Segmental Tunnelling
12 B Under Pinning (Free Air)
12 D&B Under Pinning (Free Air)
13 B Under Pinning (Compressed Air)
13 D&B Under Pinning (Compressed Air)
14 B Open Caisson Wet
14 D&B Open Caisson Wet
15 B Open Caisson Dry
15 D&B Open Caisson Dry
16 B Sheet Piled Pits
16 D&B Sheet Piled Pits
17 B Timber Shafts
17 D&B Timber Shafts
Interested parties are to note;
- the Utilities requirements will be predominantly Design & Build.
- participants can not bid for a shaft lot in isolation (lots 12-17) they must have drilling/ tunnelling capability.
- during tendering bidders will be evaluated and subsequently awarded Lots where bidders have demonstrated the required competency.
The Utilities intend to call of works via mini competition or direct allocation where direct allocation allows.
Further detail is provided in the PQQ and RFP Briefings and tender documents
- How the procedure runs: Stage 1 - PQQ - Pre-qualification Post PQQ technical evaluations Bidders will be shortlisted down in accordance with the PQQ Briefing Pack. Successful, shortlisted Bidders will be invited to the RFP stage. Stage 2 - RFP - Request for Proposal Bidders technical and commercial responses will be evaluated and shortlisted down in accordance with the RFP Briefing Pack. Successful Bidders will be appointed to the Framework. It is the Utilities intention to call off works under the Framework using mini competition and direct allocation, where direct allocation is permitted.
CPV: Construction work · Public utilities · Services related to the oil and gas industry
How this framework works
From the published notice- Type
- Closed framework
- Call-offs
- call-offs may be awarded directly or by further competition
- Framework period
- 12 yrs · up to 14 yrs 6 mo from 30 Sept 2026
Published description of the framework
The Utilities intention is to call off works under the Framework via mini competition or direct allocation, where direct allocation is permitted.
Call off works will be assessed and evaluated using a combination of Technical and Price assessment.
The approach to calling off works under the Framework is detailed in the tender documents.
Lots and requirements (2)Procurement structure
2 lots · all with a published value · same evaluation weights on every lotLot #1Build Only - Tunnelling, Drilling & Shaft WorksRenewalPublished value£300,000,000
The Lots ending "B" require the contractor to deliver the works as Principal Contractor only.
Interested parties will have the opportunity to select the specific Lots they want to undertake when invited to tender following expression of interest in this opportunity.
TUNNELLING & DRILLING WORKS
Lot 1B - PIPE RAMMING
Pipe ramming is a trenchless method for horizontally installing steel pipes or casings under obstacles like roads, railways, and rivers by using a pneumatic hammer to drive an open-ended pipe into the ground, displacing soil outwards. This technique is typically used to cross under embankments, road, rail and river links.
Lot 2B - THRUST BORING
Thrust boring is a trenchless method for installing pipes and conduits (like for utilities) underground without open digging, using a rotating auger inside a steel casing to excavate soil while hydraulic jacks push the casing forward, ideal for going under roads, railways, or buildings. It's a cost-effective, dependable technique for short to medium distances, creating a bore for the final pipe or cable installation, and minimizing surface disruption.
Pipe Diameter mm (host pipe internal diameter) = 25 -1000
Lot 3B - HORIZONTAL DIRECTIONAL DRILLING (25-630)
Horizontal Directional Drilling (HDD) is a trenchless method for installing underground pipelines, cables, or conduits by drilling a precise, curved path from a surface rig, avoiding open trenches to minimize disruption to roads, rivers, and sensitive environments. The process involves drilling a small pilot hole, enlarging it with a reamer, and then pulling the product pipe or cable through the enlarged bore.
Pipe Diameter mm (host pipe internal diameter) = 25-630
Lot 4B - HORIZONTAL DIRECTIONAL DRILLING (630-1200)
Horizontal Directional Drilling (HDD) is a trenchless method for installing underground pipelines, cables, or conduits by drilling a precise, curved path from a surface rig, avoiding open trenches to minimize disruption to roads, rivers, and sensitive environments. The process involves drilling a small pilot hole, enlarging it with a reamer, and then pulling the product pipe or cable through the enlarged bore.
Pipe Diameter mm (host pipe internal diameter) = 630-1200
Lot 5B - HORIZONTAL DIRECTIONAL DRILLING ROCK DRILLING (50-500)
Horizontal Directional Drilling (HDD) is a trenchless method for installing underground pipelines, cables, or conduits by drilling a precise, curved path from a surface rig, avoiding open trenches to minimize disruption to roads, rivers, and sensitive environments. The process involves drilling a small pilot hole, enlarging it with a reamer, and then pulling the product pipe or cable through the enlarged bore.
Pipe Diameter mm (host pipe internal diameter) = 50-500
Lot 6B - TIMBER HEADING
A timber heading is a traditional, hand-dug tunnelling method using timber supports (sets, headboards, sideboards) to create a safe, short tunnel for installing pipes or cables, especially under busy roads or structures, avoiding major disruption by building around existing underground services. Headings are generally temporary structures where it is not required or economic to provide a more substantial structure.
Pipe Diameter mm (host pipe internal diameter) = 1000-1500
Lot 7B - MICRO TUNNELLING
Micro Tunnelling is a trenchless construction method for installing non man-entry size pipelines that uses a remotely operated, small-diameter tunnel boring machine (MTBM) to excavate underground while simultaneously jacking pipes into place, allowing for precise installation of utility tunnels (like sewers, cables, and conduits) without disturbing the surface above. It's ideal for crossings under railways, roads, and rivers, as it minimizes disruption.
Pipe Diameter mm (host pipe internal diameter) = 250-1200
Lot 8B - AUGER BORING
Auger Boring is a trenchless construction method that installs pipes or conduits underground by using a rotating helical screw (auger) inside a steel casing to excavate soil, pushing the casing forward and pulling spoil back to a launch pit. It's used to create stable, horizontal tunnels under obstacles like roads, railways, or rivers, minimizing surface disruption and traffic interruption, often called "dry boring" because it doesn't use liquid slurry.
Pipe Diameter mm (host pipe internal diameter) = 50-1500
Lot 9B - DIRECT PIPE
Direct Pipe is a trenchless technology that combines micro tunnelling and horizontal directional drilling (HDD) to install pipelines in a single step. It allows for the direct installation of pre-fabricated pipelines without the need for separate pilot hole drilling or pipe stringing, as is common in HDD.
Pipe Diameter mm (host pipe internal diameter) = 90-710
Lot 10B - PIPE JACKING
Pipe Jacking is a technique for installing man-entry size pipelines using a steerable tunnelling shield (similar to micro tunnelling, which is for non man-entry sized pipes). Typically the pipes are jacked from a drive shaft or pit behind a suitable shield. The pipes are installed using hydraulically powered rams which push off a jacking wall constructed within the drive shaft.
Pipe Diameter mm (host pipe internal diameter) = 1200-3000
Lot 11B - SEGMENTAL TUNNELLING
Segmental Tunnelling is the technique of forming an underground excavation using individual segments or rings by hand or mechanical means and providing a suitable supporting structure such that the excavation forms a permanent, stable and secure opening for the tunnel.
Pipe Diameter mm (host pipe internal diameter) = 1500-14000
SHAFT WORKS
For Lots 12B to 17B
Interested parties are to note Bidders cannot bid for a Shaft Lot in isolation, Bidders must have capability to undertake associated tunnelling and or drilling works.
See Tunnelling & Drilling Lots 1B to 11B.
- All Shafts are concrete
- Shaft Diameter Range (nominal internal diameter ms) = 2.44 to 25.
- Shaft Depth Range (ms) = 5 to 25.
Lot 12B - UNDER PINNING (FREE AIR)
Lot 13B - UNDER PINNING COMPRESSED AIR)
Lot 14B…
- Condition of participationshortlisting
Post Advert the tender process will consist of;
A PQQ (Prequalification Questionnaire) - Technical Assessment only.
The PQQ stage is designed to help the Utilities identify and shortlist bidders who meet the minimum capability and compliance requirements for the scope outlined.
Bidder's responses will be scored out of an aggregate score of 74 not 100. 26 being reserved for assessment where the bidder selects to undertake works as Principal Designer & Contractor.
Shortlisted bidders will be invited to submit an RFP (Request for Proposal).
An RFP (Request for Proposal) - Technical/Commercial/Price Assessment.
Shortlisted bidders from the PQQ stage will be invited to submit detailed proposals on how they will deliver the requirement(s).
These proposals will be evaluated and scored to determine the bidder(s) offering the best overall value for the contract and subsequent appointment to the framework.
Bidders responses will be scored out of an aggregate score of 100. Split by;
70% Technical
30% Price
The approach to evaluation and shortlisting is described in the Tender Briefing Packs.
Lot #2Design & Build - Tunnelling, Drilling & Shaft WorksRenewalPublished value£900,000,000
Design & Build - Tunnelling, Drilling & Shaft Works
The Lots ending "DB" require the contractor to deliver the works as Principal Designer and Principal Contractor.
Interested parties will have the opportunity to select the specific Lots they want to undertake when invited to tender following expression of interest in this opportunity.
TUNNELLING & DRILLING WORKS
Lot 1DB - PIPE RAMMING
Pipe ramming is a trenchless method for horizontally installing steel pipes or casings under obstacles like roads, railways, and rivers by using a pneumatic hammer to drive an open-ended pipe into the ground, displacing soil outwards. This technique is typically used to cross under embankments, road, rail and river links.
Lot 2DB - THRUST BORING
Thrust boring is a trenchless method for installing pipes and conduits (like for utilities) underground without open digging, using a rotating auger inside a steel casing to excavate soil while hydraulic jacks push the casing forward, ideal for going under roads, railways, or buildings. It's a cost-effective, dependable technique for short to medium distances, creating a bore for the final pipe or cable installation, and minimizing surface disruption.
Pipe Diameter mm (host pipe internal diameter) = 25 -1000
Lot 3DB - HORIZONTAL DIRECTIONAL DRILLING (25-630)
Horizontal Directional Drilling (HDD) is a trenchless method for installing underground pipelines, cables, or conduits by drilling a precise, curved path from a surface rig, avoiding open trenches to minimize disruption to roads, rivers, and sensitive environments. The process involves drilling a small pilot hole, enlarging it with a reamer, and then pulling the product pipe or cable through the enlarged bore.
Pipe Diameter mm (host pipe internal diameter) = 25-630
Lot 4DB - HORIZONTAL DIRECTIONAL DRILLING (630-1200)
Horizontal Directional Drilling (HDD) is a trenchless method for installing underground pipelines, cables, or conduits by drilling a precise, curved path from a surface rig, avoiding open trenches to minimize disruption to roads, rivers, and sensitive environments. The process involves drilling a small pilot hole, enlarging it with a reamer, and then pulling the product pipe or cable through the enlarged bore.
Pipe Diameter mm (host pipe internal diameter) = 630-1200
Lot 5DB - HORIZONTAL DIRECTIONAL DRILLING ROCK DRILLING (50-500)
Horizontal Directional Drilling (HDD) is a trenchless method for installing underground pipelines, cables, or conduits by drilling a precise, curved path from a surface rig, avoiding open trenches to minimize disruption to roads, rivers, and sensitive environments. The process involves drilling a small pilot hole, enlarging it with a reamer, and then pulling the product pipe or cable through the enlarged bore.
Pipe Diameter mm (host pipe internal diameter) = 50-500
Lot 6DB - TIMBER HEADING
A timber heading is a traditional, hand-dug tunnelling method using timber supports (sets, headboards, sideboards) to create a safe, short tunnel for installing pipes or cables, especially under busy roads or structures, avoiding major disruption by building around existing underground services. Headings are generally temporary structures where it is not required or economic to provide a more substantial structure.
Pipe Diameter mm (host pipe internal diameter) = 1000-1500
Lot 7DB - MICRO TUNNELLING
Micro Tunnelling is a trenchless construction method for installing non man-entry size pipelines that uses a remotely operated, small-diameter tunnel boring machine (MTBM) to excavate underground while simultaneously jacking pipes into place, allowing for precise installation of utility tunnels (like sewers, cables, and conduits) without disturbing the surface above. It's ideal for crossings under railways, roads, and rivers, as it minimizes disruption.
Pipe Diameter mm (host pipe internal diameter) = 250-1200
Lot 8DB - AUGER BORING
Auger Boring is a trenchless construction method that installs pipes or conduits underground by using a rotating helical screw (auger) inside a steel casing to excavate soil, pushing the casing forward and pulling spoil back to a launch pit. It's used to create stable, horizontal tunnels under obstacles like roads, railways, or rivers, minimizing surface disruption and traffic interruption, often called "dry boring" because it doesn't use liquid slurry.
Pipe Diameter mm (host pipe internal diameter) = 50-1500
Lot 9DB - DIRECT PIPE
Direct Pipe is a trenchless technology that combines micro tunnelling and horizontal directional drilling (HDD) to install pipelines in a single step. It allows for the direct installation of pre-fabricated pipelines without the need for separate pilot hole drilling or pipe stringing, as is common in HDD.
Pipe Diameter mm (host pipe internal diameter) = 90-710
Lot 10DB - PIPE JACKING
Pipe Jacking is a technique for installing man-entry size pipelines using a steerable tunnelling shield (similar to micro tunnelling, which is for non man-entry sized pipes). Typically the pipes are jacked from a drive shaft or pit behind a suitable shield. The pipes are installed using hydraulically powered rams which push off a jacking wall constructed within the drive shaft.
Pipe Diameter mm (host pipe internal diameter) = 1200-3000
Lot 11DB - SEGMENTAL TUNNELLING
Segmental Tunnelling is the technique of forming an underground excavation using individual segments or rings by hand or mechanical means and providing a suitable supporting structure such that the excavation forms a permanent, stable and secure opening for the tunnel.
Pipe Diameter mm (host pipe internal diameter) = 1500-14000
SHAFT WORKS
For Lots 12DB to 17DB
Interested parties are to note Bidders cannot bid for a Shaft Lot in isolation, Bidders must have capability to undertake associated tunnelling and or drilling works.
See Tunnelling & Drilling Lots 1DB to 11DB.
- All Shafts are concrete
- Shaft Diameter Range (nominal internal diameter ms) = 2.44 to 25.
- Shaft Depth Range (ms) = 5 to …
- Condition of participationshortlisting
Post Advert the tender process will consist of;
A PQQ (Prequalification Questionnaire) - Technical Assessment only.
The PQQ stage is designed to help the Utilities identify and shortlist bidders who meet the minimum capability and compliance requirements for the scope outlined.
Bidder's responses will be scored out of an aggregate score of 100.
Shortlisted bidders will be invited to submit an RFP (Request for Proposal).
An RFP (Request for Proposal) - Technical/Commercial/Price Assessment.
Shortlisted bidders from the PQQ stage will be invited to submit detailed proposals on how they will deliver the requirement(s).
These proposals will be evaluated and scored to determine the bidder(s) offering the best overall value for the contract and subsequent appointment to the framework.
Bidders responses will be scored out of an aggregate score of 100. Split by;
70% Technical
30% Price
Calling Works Off Under the Framework
Works will be called off under the framework via mini competition. A breakdown of the award criteria being; Technical 60% - Price - 40%.
The approach to evaluation and shortlisting is described in the Tender Briefing Packs.
What it takes to wini
How this buyer will score bids.
The evaluation criteria and weights exactly as published on the notice, grouped by family (price, quality, social value and so on).
Evaluation split and conditions of participation as published; the tender pack may add morei
How this buyer will score bids.
The evaluation criteria and weights exactly as published on the notice, grouped by family (price, quality, social value and so on).
Published award criteria (1)
- Quality
- “Framework for the provision of a Tunnelling, Drilling & Shaft Works…” is a framework: the contest is a place on its panel, not a single contract: call-offs may be direct or by further competition.
Procedure terms & legal framework
From the official record- Procedure method
- Competitive flexible procedure
- Legal basis
- UKPGA · 2023/54 Procurement Act 2023
- Procurement category
- Works
- Notice status
- Closed
- Procurement threshold
- Above threshold (FTS publication)
- Regulatory regime
- Utilities
- Commercial structure
- Framework agreement
- Who may use this agreement
- Not stated in the notice; call-off rights may be limited to the establishing authority
- Competition type
- Competitive procedure
- GPA / WTO covered
- Unspecified in notice
- Recurring procurement
- Unspecified in notice
- First published
- 2 Apr 2026, 14:57 BST
- Last source update
- 23 Apr 2026, 13:09 BST
- Award evaluation window
- Submission end – 30 Sept 2026
- Authority reference
Doc3039598058- FTS notice number
2026/S 000-031005- Latest notice
- Tender notice (UK4)
- Classification (CPV)
- Delivery area
- Official registry OCID
ocds-h6vhtk-067c05Find a Tender
- How it runs
Stage 1 - PQQ - Pre-qualification
Post PQQ technical evaluations Bidders will be shortlisted down in accordance with the PQQ Briefing Pack. Successful, shortlisted Bidders will be invited to the RFP stage.
Stage 2 - RFP - Request for Proposal
Bidders technical and commercial responses will be evaluated and shortlisted down in accordance with the RFP Briefing Pack. Successful Bidders will be appointed to the Framework.
It is the Utilities intention to call off works under the Framework using mini competition and direct allocation, where direct allocation is permitted.
How it was run
Official notice- Requests to participate (first stage)
- 28 Apr 2026, 23:59 BST
- Appointment period ends
- 28 Apr 2026, 23:59 BST
- Clarification deadline
- 15 Apr 2026, 23:59 BST
- Submission channel
- Official e-sourcing portal
- Electronic submission
- Allowed
- Accepted languages
- en
Posting ID: 1110008752
Sourcing ID: Doc3039598058
Response Deadline: 28/04/2026 14:00
Preview Link:
Timeline
2 Apr 2026 → 30 Sept 2026 · 6 dates- Tender notice published202 days ago2 Apr 2026, 14:57 BST
- Clarification questions by188 days ago15 Apr 2026, 23:59 BST
- Latest notice published181 days ago23 Apr 2026, 13:09 BST
- Admission / appointment period ends175 days ago · period end, not a bid countdown28 Apr 2026, 23:59 BST
- Contract starts21 days ago30 Sept 2026, 00:00 BST
- Award decision expected by20 days ago30 Sept 2026, 23:59 BST
Notice history
2 events · 2 releases on Find a Tender · since 2 Apr 2026- Tender notice published2 Apr 2026, 14:57 BSTUK4
- Tender notice published23 Apr 2026, 13:09 BSTUK4
Published amendments (1)
Under "Submission" the date stating as response is due on 22/04/26 has been amended to 28/04/26. This date relates to the date interested parties are to express their interest to be included in the tender stages of PQQ and following that RFP. Thank you
Contracting authority & participating public bodies
2 public bodies on the noticeConsortium members and other public bodies
- HAFREN DYFRDWY CYFYNGEDIGContracting authorityPrivate utilityWelsh devolved regulations apply
Official documents & specifications (2)
Official links; attachments are not copiedNotices published for this procedure
- Tender notice Tender notice on Find a Tender
- Tender notice Tender notice on Find a Tender