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England and Wales High Court (Technology and Construction Court) Decisions |
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You are here: BAILII >> Databases >> England and Wales High Court (Technology and Construction Court) Decisions >> St James's Oncology SPC Ltd v Lendlease Construction (Europe) Ltd & Ors [2022] EWHC 2504 (TCC) (12 October 2022) URL: http://www.bailii.org/ew/cases/EWHC/TCC/2022/2504.html Cite as: [2022] EWHC 2504 (TCC) |
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Neutral Citation Number: [2022] EWHC 2504 (TCC)
Case No: HT-2019-000450
IN THE HIGH COURT OF JUSTICE
BUSINESS AND PROPERTY COURTS OF ENGLAND AND WALES
TECHNOLOGY AND CONSTRUCTION COURT (QBD)
Rolls Building
Fetter Lane
London, EC4A 1NL
12/10/2022
Before :
MRS JUSTICE JOANNA SMITH DBE
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Between :
|
ST JAMES’S ONCOLOGY SPC LTD |
Claimant |
|
- and –
|
|
|
(1) LENDLEASE CONSTRUCTION (EUROPE) LIMITED (2) LENDLEASE CONSTRUCTION HOLDINGS (EUROPE) LIMITED |
Defendants |
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
Jonathan Selby KC and Charlie Thompson (instructed by Macfarlanes LLP) for the Claimant
Alexander Hickey KC (instructed by Shoosmiths LLP) for the Defendants
Hearing dates: 6, 9, 10, 11, 12, 18, 19 May 2022
- - - - - - - - - - - - - - - - - - - - -
Covid-19 Protocol: This judgment has been handed down by the judge remotely by circulation to the parties’ representatives by email and released to The National Archives. The date for hand-down is deemed to be 10 am on 12 October 2022.
Mrs Justice Joanna Smith:
(1) appointed Lendlease Construction (Europe) Limited (“Lendlease”) to design and build the Oncology Centre (“the D&B Contract”) for a Base Contract Sum of over £173 million. Lendlease Construction Holdings (Europe) Limited (“Lendlease Europe”), Lendlease’s parent company, provided a guarantee (the “Parent Company Guarantee”) to Project Co in relation to Lendlease’s work on the Oncology Centre. Throughout this judgment the Defendants will be referred to collectively as “Lendlease”, save where the context dictates otherwise.
(2) entered into a contract with Engie Buildings Ltd (“Engie”) to carry out estate maintenance renewal and replacement services at the Oncology Centre over the 30 year lifetime of the PFI Project (the “EM Contract”).
(3) entered into a tri-partite agreement with Lendlease and Engie (the “Sub-Contractor Co-Operation Agreement”) setting out their respective obligations and liabilities, including how claims and liabilities were to be resolved and/or re-allocated between them. In short, Project Co could require Engie to carry out remedial works and, if those remedial works related to defects caused by Lendlease, Engie was entitled to claim an indemnity for the cost of those works from Lendlease.
(1) Electricity enters the building in the yellow section of the drawing from the external network at 11,000 volts (a HV supply) via two incoming HV cables which are connected to ring main units (“RMUs”) feeding the three transformers which are contained in white transformer cabinets.
(2) The three transformers reduce the 11,000 volts to 400 volts (a LV supply) so that it can be distributed throughout the Oncology Centre. This is the “primary” power supply. Each transformer is designed to accommodate approximately 50% of the Oncology Centre’s required load such that if one transformer fails, the adjacent transformer will be able to ramp up to take on the failed transformer’s load (via an automatic switch in the Switchboard).
(3) The three generators in the pink section of the drawing are not connected to the external electrical network, but are designed as a back-up (or “secondary” power supply) in the event that the electrical supply from the transformers is lost. They are designed so that two generators have the capacity to provide 100% of the electrical load required to power the Oncology Centre. The generators are diesel powered and sit next to the fuel tanks that supply them. Electricity from the generators is fed into the generator switchpanels (located in the blue section of the drawing), which in turn distribute the power to the LV Switchboards.
(4) The distribution of LV electricity around the Oncology Centre (whether from the transformers or the generators) occurs via the LV Switchboards located in the green section of the drawing. The cables from the LV Switchgear are routed on a cable management system at high level on ladder racks and cable trays.
(1) Health Technical Memorandum (“HTM”) 81 which provides guidance on the design of fire precautions in new hospitals and major extensions to existing hospitals;
(2) HTM 2007 which focuses on the design and operation requirements of electrical services supply and distribution in all types of healthcare premises;
(3) HTM 2011 which deals specifically with emergency and essential electrical supply equipment in all types of health care and personal social services premises; and
(4) BS 7671:2001 ‘Requirements for Electrical Installations’, ‘IEE Wiring Regulations Sixteenth Edition’ (“BS 7671”), concerning requirements for electrical installations generally.
“The changes to the original approved Autumn fire strategy have resulted in current arrangements not adequately controlling the risk of the spread of fire. The plantroom, fuel stores, oxygen stores and HV equipment are all within one compartment under a tall building with openly ventilated walls to the exterior. The risk of fire spread horizontally and vertically is higher than would normally be acceptable in a fire risk assessment. The risk of losing power supplies, both primary and secondary, in a fire emergency is also too great to allow through risk assessment.”
“Concerns about the integrity of the electrical supply were initially identified by SJO during the testing of the standby generators when it was observed that there was an apparent lack of fire stopping and separation. As an initial response to the concerns Hughes Associates were commissioned to provide a fire engineering report for the plantroom 2 area which concludes that the current arrangements do not adequately control the risk of spread of fire. This report provides additional information, in particular, with respect to the electrical installation in relation to the concerns raised by Hughes Associates.”
(1) Defect 1 - Plant Room 2 is a single fire compartment containing the Electricity Substation. There is no fire separation between any of the equipment/plant within Plant Room 2, where services pass through intermediate walls, the fire stopping is defective and the power supply cabling is not separately/diversely routed so as to reduce the risk of fire affecting both the primary and secondary power supplies;
i. Defect 1A - The installation of the transformers and generators is defective, in that they are not individually enclosed within 120 minute fire resistant construction so as to prevent fire spreading to other equipment. Further, as a consequence of Defect 1, there is inadequate protection to power supplies to the fire-fighting lift;
ii. Defect 1B - As a consequence of Defect 1, there is inadequate protection to the power supply for smoke extract fans within Plant Room 2;
iii. Defect 1C - as a consequence of Defect 1, there is no fire separation between the individual generators within the generator room, the generator room and adjacent LV switch rooms, and the remainder of Plant Room 2;
(2) Defect 3 - there is inadequate fire-stopping construction between the main electrical switchgear and “normal dependency” patient access areas. Further, Plant Room 2 does not have its own fire suppression system;
(3) Defect 4 - the service risers from Plant Room 2 do not constitute 120 minute fire-protected shafts and ductwork has been routed through the transformer rooms and into the service risers without any fire protection;
(4) Defect 5 - the route for the removal and renewal of the transformers and RMUs from Plant Room 2 is impractical and inadequate;
(5) Defect 6 - the route for the removal of the individual generators from Plant Room 2 is impractical and inadequate;
(6) Defect 7 - the ductwork in the rooms within the Electricity Substation leading from the air handling units through to risers up the building is not adequately fire-stopped;
(7) Defect 8 - the main outgoing cable installations from the LV switch rooms are routed through the generator room and/or into the remainder of Plant Room 2 without any fire stopping/barriers; and
(8) Defect 9 - there is no differentiation or separation between essential and non-essential cables throughout the Oncology Centre.
(1) Stage 1 (“the Stage 1 Works”) comprises works to mitigate the alleged risk created by the lack of fire protection for the generators, the absence of fire separation between the generators and other areas of Plant Room 2 and the presence of the large volume of fuel stored within the generator rooms. This will be achieved by the installation of an external tank (“the Fuel Dump Tank”) that provides 60 minutes of fire resistance, dump lines from the existing fuel tanks within the generator rooms that permit fuel to be excavated into the external tank in the event of fire and the installation of a temporary external generator, supplying power via a fire proof cable installation that is segregated from other circuits. The temporary generator will not be retained once the Stage 2 permanent works have been carried out.
(2) Stage 2 (“the Stage 2 Works”) involves a permanent remedial scheme designed to rectify each of the Defects.
Fire Strategy:
(1) Was the Fire Strategy discussed and/or reviewed and/or agreed and/or approved by the Trust and/or Project Co and/or Building Control?
(2) If so, to what extent and in what respects?
(3) Did the Fire Strategy adopt a fire engineering approach within the meaning of paragraph 11.3 of Part 3, Sub-Part D of Schedule 8 to the Project Agreement?
(4) Did the Fire Strategy provide a standard of fire safety equal to or better than that provided for in HTM 81?
(5) Did Lendlease carry out and complete the Works under the terms of the D&B Contract in accordance with the Fire Strategy?
(6) If the works were completed in accordance with the Fire Strategy, can it be said that nonetheless Lendlease was in breach of contract to Project Co and, if so, on what basis?
Defects 1, 1A, 1B, 1C, 3, 4, 5, 6, 7, 8 and 9:
(7) Do the Defects constitute breaches of contract by Lendlease?
(8) If so, what (if any) of the remedial works as pleaded by Project Co are necessary, practical and proportionate to rectify such alleged Defects?
(9) Have any remedial works been carried out?
(10) Does Project Co intend to carry out any remedial works and, if not, what is the relevance of any absence of intention?
(11) What quantum is Project Co entitled to recover from Lendlease and/or Lendlease Europe in respect of each of those alleged Defects?
“It seems therefore that it is possible to state the following propositions. First whether it is appropriate to draw an inference, and if it is appropriate to draw an inference the nature and extent of the inference, will depend on the facts of the particular case, see Shawe-Lincoln at paragraphs 81-82. Secondly silence or a failure to adduce relevant documents may convert evidence on the other side into proof, but that may depend on the explanation given for the absence of the witness or document, see Herrington at page 970G, Keefe at paragraph 19 and Petrodel at paragraph 44”.
(1) First, that Project Co had not tendered any witnesses who are directors or employees of Project Co itself and who were involved in the original construction of the Oncology Centre, making the point that there had been no attempt to prove by witness evidence any of the breaches of contract alleged against Lendlease in respect of its performance of the D&B Contract;
(2) Second that Project Co did not call Mr Lassiter, who is still employed by Albany. Before Mrs Berridge assumed her role Mr Lassiter had plainly been involved in commissioning early investigations into alleged defects and in liaising with others over those defects. Mrs Berridge did not appear to have seen various documents that would have been available to him. She accepted that Mr Lassiter might have liaised with the Trust over whether it had agreed the Fire Strategy. Mrs Berridge confirmed in her oral evidence that she did not know of any reason why Mr Lassiter would not have been available to give evidence;
(3) Third that Project Co had not tendered any evidence from Hoare Lea to deal with its Proposed Remedial Works solution;
(4) Fourth that Project Co had not tendered any factual witness from the Trust to deal either with the question of whether the Rev 19 Fire Strategy was discussed, justified and approved, or with whether the Trust was aware of the recommendations from Hoare Lea as to the Proposed Remedial Works and intended to instruct that they be completed. In relation to this failure, Mr Hickey invited me to draw an adverse inference that representatives from the Trust had not been called “for fear about what they might actually say if put on the spot”. His submission was that the absence of the Trust “speaks volumes” about the credibility of Project Co’s case and that, at the very least, Project Co should have called the Trust Fire Officer to explain statements he appears to have made which might be said to undermine Project Co’s case, primarily because they suggest that the Trust does not consider there to be a significant fire safety risk by reason of the Defects. It was Mr Hickey’s contention that the Trust’s evidence may have been adverse to Project Co’s case and that the court should take that into account. It was also his contention that if documents existed which evidenced the Trust’s concerns about the Defects in Plant Room 2, those documents would have been produced; accordingly the court is entitled to infer that no such documents exist.
(5) Fifth, and related to the previous point, was Mr Hickey’s contention that Project Co had produced no evidence, whether from Mrs Berridge or anyone else, that Project Co has complied with its contractual obligation to notify the Trust of the existence of the Defects, that those Defects need to be remediated and that there is a risk from fire whilst the Defects remain in situ. In his oral closing, Mr Hickey invited me to draw an inference that Project Co had not in fact provided such notification, primarily because it does not genuinely believe there to be a significant fire safety risk, but instead is pursuing this litigation with a view to reducing so-called “business continuity” risks.
“Q. …your view is that the fire strategy, revision 19, was adequate on the basis that it was agreed by relevant parties at the time?
A. Correct”
…
Q…for you to be satisfied that this agreement was a sound basis underlying the fire strategy…you would want to know…or be satisfied that there had been this fire engineering approach presented to the relevant users before…giving their approval…?
A Yes…looking at the correspondence there does appear to have been communication to the effect of the changes that were made. What I haven’t seen is the QDR process or anything that happened before that. That informed building control, the trust, fire officer etcetera to agree to the changes.”
“The Contractor shall, save as otherwise expressly provided in this Contract, perform and assume as part of its obligations under this Contract Project Co's obligations, risks and liabilities under the Project Agreement, the Schedules to the Project Agreement and the other Project Documents, insofar as the same relate to design, construction, commissioning, testing and completion of the Building Contractor's Works (as if the same were expressly referred to herein as obligations, risks and liabilities of the Contractor mutatis mutandis)”
“Project Co shall at its own cost be solely responsible for procuring that the Project Operations are at all times performed:-
5.2.1 in so far as not in conflict with an express obligation of Project Co under this Agreement, or where in relation to a matter there is no express obligation or standard imposed on Project Co under this Agreement, in accordance with Good Industry Practice;
5.2.2 in a manner consistent with the Quality Plans;
5.2.3 in a manner that is not likely to be injurious to health or to cause damage to property;
5.2.4 in a manner consistent with the Trust discharging its statutory duties and other functions undertaken by it as the same may be notified to Project Co from time to time;
5.2.5 in compliance with all Laws and Consents […]; and
5.2.6 except to the extent expressly stated to the contrary in the Trust’s Construction Requirements or the Service Level Specifications, in compliance with all applicable NHS Requirements.”
(1) “Good Industry Practice” as “using standards, practices, methods and procedures conforming to the Law and exercising that degree of skill and care, diligence, prudence and foresight which would reasonably and ordinarily be expected from a skilled and experienced person engaged in a similar type of undertaking under the same or similar circumstances”;
(2) “NHS Requirements” in relation to the Works as “Health Building Notes and Health Technical Memoranda and such other requirements as are designated as NHS Requirements in the Trust's Construction Requirements”;
(3) “Trusts Construction Requirements” as “the requirements of the Trust set out or identified in Part 3 of Schedule 8 (Construction Matters) as amended from time to time in accordance with the terms of this Agreement”;
(4) “Project Co’s Proposals” as “the document at Part 4 of Schedule 8 (Construction Matters) as amended from time to time in accordance with clause 40 (Variation Procedure)”; and
(5) “Works” as “the design (including the preparation of all Design Data), construction, testing, commissioning and completion of the Facilities (other than the Equipment) (including any temporary works), the installation of Plant…”.
“Project Co shall carry out the Works:-
17.1.1 so as to procure satisfaction of the Trust’s Construction Requirements;
17.1.2 in accordance with Project Co’s Proposals; and
17.1.3 in accordance with the terms of this Agreement.
To avoid doubt, the obligations in clauses 17.1.1, 17.1.2 and 17.1.3 are independent obligations. In particular:-
17.1.4 the fact that Project Co has complied with Project Co’s Proposals shall not be a defence to an allegation that Project Co has not satisfied the Trust’s Construction Requirements; and
17.1.5 the fact that Project Co has satisfied the Trust’s Construction Requirements shall not be a defence to an allegation that Project Co has failed to comply with Project Co’s Proposals.”
“Project Co warrants that it has used, and will continue to use, the degree of skill and care in the design of the Facilities that would reasonably be expected of a competent professional designer experienced in carrying out design activities of a similar nature, scope and complexity to those comprised in the Works.”
“2.14.1 Project Co shall ensure that the Facilities comply with Good Industry Practice, NHS Requirements, relevant statutory requirements and required consents except where expressly excluded in Project Co’s Derogations Report, including but not limited to the following:
2.14.1.1 Building Regulations; England and Wales
2.14.1.2 Fire Authority and Hospital Fire Officer requirements and Fire safety requirements, including, but not limited to, Firecode (HTM 81 to 87);
[...]
2.14.1.4 Relevant British Standards, Codes of Practice, or equivalent European industry recognised standards;
[...]
2.14.1.6 Health Technical Memoranda (HTMs) in relation to Facilities in Sub-part D this schedule 8 Part 3;
[…]
“2.14.2 Where two or more of the above are applicable the higher standard shall be adopted.”
“3.2.2 Project Co shall take full account of the following:
[…]
3.2.2.9 Health Technical Memoranda
[…]
3.2.3 Project Co shall design the Facilities to comply with the following:
[...]
3.2.3.2 The performance of components shall be as described in sections 1-3 inclusive of the following HTMs and their related appendices and references unless otherwise states elsewhere:
[...]
3.2.3.2.19 HTM 81-Fire Precautions in New Hospitals
3.2.3.2.20 HTM 86 - Fire Risk Assessment in Hospitals”
“3.8.2.4 Materials and components forming part of the Facilities, which require maintenance and replacement within the life of the Facilities, must be selected, located and fixed in such a way as to minimise future inconvenience, disruptions and to avoid temporary closure of the Facilities”
“4.6.6 Project Co shall include, within their design, provision for removal, replacement and upgrading of installed plant and equipment. As part of this element of design, a comprehensive replacement strategy shall be prepared for implementation. This strategy shall, wherever possible, consider how these works can be undertaken whilst minimizing disruption to the function of the completed Facility.”
“5.1.1 Project Co shall in constructing the Facilities, comply with these Mechanical and Electrical Engineering Requirements. These requirements shall be read in conjunction with Schedule 8 Part 3; Sub-Part D - the Project Specific Requirements.
5.2 Minimum Engineering Standards
5.2.1 Project Co shall comply with the following:
5.2.1.1 BS 7671 (IEE Wiring Regulations);
[...]
5.2.1.7 British and European Harmonised Standards and Specifications and Codes of Practice;
5.2.1.8 Health Technical Memorandum, in accordance with 2.14;
[…]
5.3 Performance Standards
5.3.1 Project Co shall ensure that the services designs comply with current industry standards and shall comply, but not be limited by, the following codes:
5.3.1.1 Chartered Institution of Building Services Engineers (CIBSE) Guides;
5.3.1.2 The Institution of Electrical Engineers Wiring Regulations (BS 7671)
[...]
5.3.1.6 HTM 2007 Electrical services supply and distribution
[…]
5.3.1.8 HTM 2011 Emergency electrical services”
“11.3 Fire Strategy
11.3.1 Project Co shall prepare Fire Strategy drawings that show the following information
11.3.1.1 The Position and fire rating of fire compartment and sub compartment walls, including cavity barriers if appropriate.
11.3.1.2 The fire resistance of elements of structure, walls, and doors.
11.3.1.3 The location of fire Hazard rooms.
11.3.1.4 Ventilation drawings including provisions for fire stopping.
11.3.1.5 The provision of fire alarm system to HTM 82 standard, including the location of actuation points, detectors, sounders and where appropriate, control panels.
11.3.1.6 The provision of an Emergency Lighting system to HTM 2011 standard showing location of emergency lighting luminaires.
11.3.1.7 Access and facilities for the fire Service (where appropriate).
11.3.1.8 The location of fire fighting equipment.
11.3.1.9 The positions of Signage and notices.
11.3.2 Where Project Co’s design is outside the strict interpretation of HTM 81, or Project Co proposes a different fire precautions philosophy, Project Co shall adopt a fire engineering approach.
11.3.3 The design shall comply with the requirements of Firecode, and incorporate the fire precautions principles outlined in HTM 81. Any areas of non-compliance should be identified and justified by a fire engineering approach to provide a standard equal to or better than HTM 81 in compliance with clause 1.7 of HTM 81 [...]” (emphasis added).
“11.24 Low Voltage Distribution Network
11.24.1 A new Low Voltage switchroom shall be provided by Project Co, in accommodation adjoining the HV switchgear and transformers, which shall accommodate the main LV switchboards.
11.24.2 The LV boards shall have sets of bus bars interconnected by means of bus couplers switches, with bus bars being served from one of the transformers in adjoining accommodation for security of supply.
11.24.3 In the event of the failure of one the transformers, the live transformers can serve selective loads on the off line bus bars if so desired.
11.25 Standby Diesel Generators
11.25.1 In the event of failure of the electricity supply Project Co shall provide a standby service, made available from diesel generators located adjacent to the substation. On failure of the normal supply, the generators shall automatically start and feed all essential services via the changeover mechanism. Acoustic attenuators shall be installed to reduce generator noise levels. The Trust shall provide from their central store, via their existing ring main an oil supply to service the generators. All adaptation works in connection with the link for the New Oncology Wing shall be carried out by Project Co. ASCO switches shall be provided for synchronous no break connection for load testing. Alternatively full synchronising of generators may be provided.
11.25.2 In the unlikely event of one generating set not starting, the generator supply can be isolated, bus bar coupling switching can be closed and an alternative generating set can then be utilised to serve selective loads on both sets of essential bus bars if so desired.
11.25.3 The standby diesel sets shall be sized to supply both essential and non-essential services on the assumption that the bus coupler between essential and non-essential bars shall be closed.”
“16.4.2 Standby/Electrical Distribution
16.4.2.1 Project Co shall establish the electrical distribution system by the construction of 11000V substations in the basement plantrooms formed by the extension of the existing HV ring main system serving St James’s Hospital.
[…]
16.4.2.10 Project Co shall serve the Facilities by modifying the existing HT ring with a minimum of 2 No Transformers supported by standby diesel generators. ASCO automatic or similar load switching shall be provided to avoid loss of supply during testing periods. Full synchronous sets may be an option with full network analysis. Spare capacity shall be built into the design by Project Co to assist in future flexibility, i.e. 10% growth/ spare switches/ circuits.
16.4.2.11 Project Co shall ensure that electrical distribution shall consist of electrical risers through the Facilities with switchrooms in or adjacent cupboards serving a split distribution system of essential and non-essential services. However 100% standby cover is required on standby generators and flexibility of operation of switchgear is required to ensure system reliability.
16.4.2.12 Project Co shall ensure electrical integrity by the addition of UPS systems to each of the following:
Theatre power
ICU/ITU/HDU power
All similar areas with Life Support Equipment”
(emphasis added).
“Project Co shall ensure an adequate continuous supply of Utilities (downstream of the connection point with the Trust’s infrastructure) is available 24 hours a day, 365(6) days per year for the duration of the Contract Term. (to the extent that an adequate continuous supply is provided by the Trust to such connection point). This shall include the provision of standby provision for essential electrical power and water supplies. Project Co shall ensure the provision of Utilities such that wherever possible Utilities can be maintained without disruption.”
“The Contractor acknowledges that it is (and the Contractor shall be deemed to be) on notice as to the terms of the Project Documents, including the obligations and potential liabilities of Project Co arising under them.”
The definition of “Project Documents” set out at Schedule 1 to the D&B Contract includes the Project Agreement.
“The Contractor shall ensure that none of the following occur and shall indemnify Project Co against all claims, proceedings, loss, damage, costs and expenses (including legal costs) suffered or incurred in relation to any of the following save to the extent caused or contributed to by any breach by Project Co of this Contract or the negligence of Project Co, its employees, agents or sub-contractors agents or subcontractors (excluding the Contractor, the Estates Maintenance Contractor, the MES Provider and its sub-contractors).
5.2. l Any breach, non-observance or non-performance by the Contractor of those of its obligations referred to in clause 5.1.
5.2.2 Any act or omission of the Contractor, a subcontractor of the Contractor, or their respective employees, servants or agents which causes, contributes or otherwise gives rise to any breach by Project Co of any of its obligations pursuant to, or liability under, the Project Documents or otherwise gives rise to any other liability on the part of Project Co to the Trust, the Funders or any Project Participant or pursuant to any Law or Consent.
5.2.3 Any negligence or breach of statutory duty on the part of the Contractor, a subcontractor of the Contractor, or their respective employees, servants or agents.”
12.1 The Contractor shall at its own cost be solely responsible for procuring that its obligations under this Contract are at all times performed:
12.1.1 in so far as not in conflict with an express obligation of the Contractor under this Contract, or where in relation to a matter there is no express obligation or standard imposed on the Contractor under this Contract, in accordance with Good Industry Practice;
…
12.1.3 in a manner that is not likely to be injurious to health or to cause damage to property;
…
12.1.5 in compliance with all Laws and Consents (including without limitation the giving of notices and the obtaining of any such Consents) and so as not to prejudice the renewal of such Consents; and
12.l.6 except to the extent expressly stated to the contrary in the Trust's Construction Requirements or the Service Level Specifications, in compliance with all applicable NHS Requirements.
“13.1 The Contractor shall carry out the Building Contractor's Works:
13.1.1 so as to procure satisfaction of the Trust's Construction Requirements;
13.1.2 in accordance with Project Co's Proposals;
13.1.3 in accordance with the other Sub-Contractors' Statements of Requirements;
and
13 .1.4 in accordance with the terms of this Contract.
To avoid doubt, the obligations in Clauses 13.1.1, 13.1.2, 13.1.3, and 13.1.4 are independent obligations. In particular:
(a) the fact that the Contractor has complied with Project Co's Proposals shall not be a defence to an allegation that the Contractor has not satisfied the Trust's Construction Requirements; and
(b) the fact that the Contractor has satisfied the Trust's Construction Requirements shall not be a defence to an allegation that the Contractor has failed to comply with Project Co's Proposals.
“Where one provision of this Contract imposes upon the Contractor a standard, duty or obligation which is more onerous than, or additional to, that imposed by another provision, this shall not be treated as an inconsistency for the purposes of paragraph 1 above. Rather the relevant standards, duties or obligations shall, so far as possible, be treated as cumulative, failing which the more onerous standard, duty or obligation shall prevail.”
“13.2 Without prejudice to its other obligations under this Contract, the Contractor warrants that:
13.2.1 the Building Contractor's Works have been, and will continue to be, designed with the degree of skill and care that would reasonably be expected of a competent professional designer experienced in carrying out design activities of a similar nature, scope and complexity to those comprised in the Building Contractor's Works; and
13.2.2 that it will carry out the Building Contractor's Works in a good and workmanlike manner using the degree of reasonable skill and care to be expected of a design and construct contractor experienced in carrying out the construction works of a similar nature, scope and complexity to the Building Contractor's Works.”
“The Contractor accepts full responsibility for designing the Building Contractor's Works (including the selection of materials for incorporation in the Building Contractor's Works) so that the Building Contractor's Works will satisfy all the requirements of this Contract.”
“15.2 The responsibility of the Contractor for the design of the Building Contractor's Works as stated in clause 15.1 (and the Contractor's warranty given under clause 13.2.1) includes:
15.2.1 design comprised in the Trust's Construction Requirements;
15.2.2 design comprised in Project Co’s Proposals;
[...]
and the Contractor shall not be relieved of such responsibility or from liability under its warranty as aforesaid by virtue of any such documents having been prepared, reviewed, approved or commented upon by or on behalf of Project Co [...] or by virtue of the incorporation of any such documents within this Contract”
“…a building will be designed so that in the event of a fire, persons are not placed at unreasonable risk and are able to escape”.
“a code of practice which recognises the special requirements of fire precautions in the design of new hospital premises and should allow the current statutory regulations to be applied sensibly within a framework of understanding”.
“1.1 This technical memorandum provides recommendations and guidance for designers, on the fire safety measures which should be incorporated into the design of new hospitals…
1.2 It should be used in the design of:
a. new NHS hospitals;
b. major new extensions to existing NHS hospitals;
[…]
1.4 HTM 81 should be used as guidance on fire safety in all parts of a hospital, including departments or areas providing ancillary services which are planned as an integral part of a hospital building
[…]
1.12 The central purpose of this document is to provide guidance on the standards of fire safety expected in new NHS hospitals.”
“1.7 This document describes one way of achieving an acceptable standard of fire safety within new NHS hospitals, but it is recognised that there may be other ways of achieving a similar standard by adopting a fire safety engineering approach. There is no obligation to follow the guidance in this document. A fire safety engineering approach that takes into account the total fire safety package can provide an alternative approach to fire safety. If an alternative approach is used, the responsibility is placed upon the user to demonstrate that the approach achieves similar fire safety objectives to this document.”
“1.15 It is not possible to provide absolute safety from fire. The guidance in this document should reduce the risk to patients, visitors and staff as far as is reasonably practicable.”
“Emergency electrical services should be designed to comply with the requirements of HTM 2007 - ‘Electrical services: supply and distribution’ and HTM 2011 - ‘Emergency electrical services’.”
“focuses on the
a. legal and mandatory requirements;
b. design applications;
c. maintenance;
d. operation
of electrical services supply and distribution in all types of healthcare and personal social services premises”
“1.1 Electrical services form an integral part of the healthcare and personal social services premises (HCP) supply and distribution network in meeting both safety and functional requirements.
[…]
1.4 Healthcare and personal social services premises are totally dependent upon electrical power supplies, not only to maintain a safer and more comfortable environment for patients and staff, but also to give greater scope for treatment using sophisticated medical equipment at all levels of clinical and surgical care. Changes in application, design and statutory requirements have led to the introduction of a new generation of equipment and new standards of reliability; hence, a large expansion of material is included in the current HTM.
1.5 Interruptions in electrical power supplies to equipment can seriously disrupt the delivery of healthcare, with serious consequences for patient well-being. Healthcare and personal social services premises must therefore ensure that their electrical installation provides maximum reliability and integrity of supplies. Every effort must be made to reduce the probability of equipment failure due to loss of power from the regional electricity company and from internal emergency power sources.”
“…emergency and essential electrical supply equipment in all types of health care and personal social services premises”.
“This standard contains the rules for the design and erection of electrical installations so as to provide for safety and proper functioning for the intended use.”
“So far as reasonably practicable the electrical installation shall be so arranged that the risk of ignition of flammable materials due to high temperature or electric arc is reduced”
and at 130-03-02 that:
“Electrical equipment shall not present a fire hazard to adjacent materials”.
“For a safety service, a source of supply shall be selected which will maintain a supply of adequate duration.”
Paragraph 561-01-02 states that:
“For a safety service required to operate in fire conditions, all equipment shall be provided, either by construction or by erection, with protection providing fire resistance of adequate duration.”
“This document addresses the holistic fire strategy for the New Oncology Wing at the St James University Hospital. The pertinent elements of the strategy are as detailed below. Any areas of non-compliance or derogation are identified in the relevant sections with the Project Companies solution presented as part of the Holistic Strategy. “
“The design seeks to be code-compliant - HTM 81, and Approved Document B. The standards recommended in these documents and others to which they refer, would be assumed to be included with departures from the codes being highlighted, and alternative solutions proposed, as provided for in HTM 81, para 1.7. The objective is then to ensure the non-compliant aspects do not compromise those that are. An equivalent appropriate level of safety is then proposed.”
and
“Compartmentation - code-compliant in terms of maximum area (sub-divided otherwise), and those with smaller areas can accommodate patients from the largest adjacent one. Compartment floors are 120 minute fire-rated and department boundaries are at 60 minutes FR, except to the atrium. Sub-compartments will be at ½ hour FR. The covered atrium is enclosed with toughened glazing on the 1st floor, the construction of which will not compromise compartmentation, and will have effective and therefore suitable fire enclosure. This is based on fire size control and mechanical smoke extract ensuring suitable separation.”
“Since aspects of the design do not fit easily into the prescriptive guidance of the HTM's, and particularly HTM 81 guidance for new hospitals, the approach being adopted is to use fire safety engineering. This approach is provided for in HTM 81 - para 1.7. Reference at this stage is also made to Approved Document B, fire safety, in support of Building Regulations. The whole design will not be 'engineered', but aspects will be. The overall package of provisions is intended to meet the standard of recommendations in the HTM by conformity or equivalence. Where the two meet, the engineered aspects will not compromise the other.”
“This document will focus on outlining the design in respect of the principles of life safety, the relationship of patient access areas to other parts of the hospital and means of escape generally.”
(1) (at paragraph 5.2) that:
“The following hazard departments requiring a minimum of 60 mins fire resisting separation have been recognised in the Fire Strategy: …Main Electrical Switchgear (60 minutes)”;
(2) (at paragraph 7.2) that there should be:
“fire suppressant system in the HV/generator room”;
(3) (at paragraph 7.4) that sprinkler protection systems would provide cover to (amongst other areas) Level -1 (with the exception of clean areas);
and
(4) (at paragraph 7.5) that:
“The generators shall be located within the level –1 designated plant area, contained within their own rooms. Each generator room is a 1 hour fire compartment and a separate designated fire zone.
…
Oil storage (of Class A2 Fuel to BS EN590: 1995) shall be provided, by means of the existing Hospital bulk fuel storage system with local dedicated (1 per generator) day tanks. The day tank storage will be located within each generator room. Fire isolation valves will be provided to each fuel oil supply line to each day tank in order to isolate the fuel oil supply should a fire condition occur in the respective generator room only.”
“Nigel,
Following our meeting this morning, I note below the points we discussed:
…
3. External Risers 5, 4 & 3 at B1: We agreed to install a 1hr hour fire blanket between the L0 slab and bottom steel riser. You accepted the ductwork penetrating need not be dampered. This is over and above what is drawn.
4. External Risers 2 & 1 at B1: As the space between the L0 slab and bottom riser still is used to allow air flow to the emergency generators we agreed it was unnecessary to provide separation. This conflicts with the drawn requirements for 2 hr separation.
…
7. B1 plant room- You accepted that there is no need to provide separation between rooms within the main plant room. This has previously (sic) This conflicts with the drawn requirements. The perimeter of the plant room and B1 streets will provide one hour separation as per the drawings.
Derek/Sam
As some of the above is contrary to the drawings and, in the case of the generator rooms at B1, section 7.5 of the fire strategy document, when you revise the fire strategy document and drawings [please ensure] that these alterations are incorporated.”
(emphasis, and additional wording in square brackets, added)
“The document needs updating so we can issue this to the [Trust Adviser] so he has something to sign off against. I have been asking you for months to update the report. Please issue the amendments to allow PC to take place.”
“The [Trust Adviser] will not sign it off I believe. He can not be given the opportunity to invoke change.
We have issued the document as and when requested so I cannot accept not issued for months.
As I commented once I get other opinions we will review but I cannot agree with some of the comments made.”
“Its not change its that your document doesn’t reflect whats on your drawings.
Thanks for being your usual helpful self it would take no time at all to modify the doc. As usual you are more interested in task avoidance. He is not “invoking change”. You obviously have no idea what is installed. Your drawings are in conflict with your fire strategy document. So which is right? You need to update the document its not such a big issue you spend more time writing these mails than it takes to alter two paragraphs!”
“Totally disagree with your comments. I could just amend the doc against the email as instructed but you are asking [AECOM] to advise you when we do we do it with the intent that we are protecting the scheme, it is only [Lendlease’s] view that we are in task avoidance mode. In two years time when the fan is full and no one has an audit trail, [AECOM] are your first port of call, all we are doing is trying to apply something other than a knee jerk reaction. And quick cost fix. We have your overall interests in mind!!”
“Team - Nigel [Brown of LCC] has agreed to resond (sic) to the points raised;
First item in the e-mail: he accepts the omission of the horizontal separation at B1/B2 …….. He accepts this concession is a derogation and will say as much if asked.
On the other six items in the e-mail, he is willing to put a statement by each of acceptance.
I suggest you ask Nigel to respond to the 7 points, along the lines of these comments. He is very helpful.”
“The Trust requires the completed fire strategy for the wing to be issued to them by Project Co.
The final document should include:
· any changes made since the original issue; and
· details of any derogations from FireCode on the basis that they meet the "equivalency or better" test.
Once the strategy has been received and agreed the Trust will arrange to have the document signed off by the Trust's own Fire Advisor in writing.
The Trust will then produce Risk Assessments for all operational areas in the building…”
“The walls to the HV/LV/Generators are not fully fire stopped due to the amount and type of penetration. So we leave no room for being picked up on, it was agreed that the perimeter of the B1 plantroom would be the line of fire seperation (sic) from the corridor, therefore please amend the document.”
Mr Middleton simply responded “Ok”.
“The generators shall be located within the level –1 designated plant area, contained within their own room s. Each generator room is a 1 hour fire compartment and a separate designated fire zone. within the main plant area.
Oil storage (of Class A2 Fuel to BS EN590: 1995) shall be provided, by means of the existing Hospital bulk fuel storage system with local dedicated (1 per generator) day tanks. The day tank storage will be located within each the generator rooms. Fire isolation valves will be provided to each fuel oil supply line to each day tank in order to isolate the fuel oil supply should a fire condition occur in the respective generator room only”.
“The building is due to be taken over by the Leeds Teaching Hospitals NHS Trust on 14th December 2007. Prior to that date there are several compliances that need to be adhered to, LTH and Bovis Lend Lease identify that all issues with regard to Fire Safety are important to comply with prior to the 14th December 2007.
With regard to the issues of commissioning of the fire alarm, emergency lighting, sprinklers, fixed suppression systems and other fire safety systems these will be completed prior to the 14th and certification surrounding the commissioning and compliance will be in place. These will be verified and witnessed by an independent source.
…
The issue that the Trust and [Lendlease] would like to clarify and have further discussion on, with West Yorkshire Fire and Rescue Service are risk assessments. It is felt by myself, and this has been discussed with Bevis/VLL and Trust colleagues, that to have a full set of completed risk assessments for the premises, fully reflecting all fire safety issues is not practical until the Trust takes full occupancy of the building…”
(1) There does not seem to have been a coherent or structured approach to the amendment of the Fire Strategy. There is no evidence of detailed consideration of what was required and it is not clear that Mr Middleton of AECOM was in agreement with the various points that were said to have been agreed at the meeting on 5 October 2007. There is no minute of the meeting on 5 October 2007 and nothing to explain why a decision appears to have been made to remove the compartmentation within Plant Room 2 or how Mr Brown might have been persuaded to agree to this. There is no evidence as to the identity of the individuals who attended the meeting. Many of these points were accepted by Mr Jones during his cross examination.
(2) In his email of 29 October 2007, Mr Brown of LCC plainly agreed that there was no need to provide compartmentation/separation between the individual rooms in Plant Room 2. However he did not approve any fire engineering approach and there is no evidence that (unlike the omission of the horizontal separation between B1/B2) he understood, acknowledged or agreed that this was a derogation from HTM 81. Neither he, nor Mr Vaughan are fire engineers. Furthermore, there is no evidence that LCC saw any document explaining the justification for the change - the Rev 19 Fire Strategy itself was not issued until 19 November 2007. On balance, I agree with Project Co that the 29 October 2007 email really shows an exercise in retrospective approval for construction decisions that the email exchanges indicate were in “conflict with the drawn requirements”. I note that Mr Bradley makes this very point in paragraph 6.3.1 of his report. Certainly there is no evidence that Lendlease (or AECOM) undertook design work to support the amendments to the Rev 19 Fire Strategy.
(3) There is no evidence that the Trust was involved in any discussions about the proposed amendment to the Rev 19 Fire Strategy and no evidence that the Trust saw any document explaining the justification for such amendment or setting out a fire engineering approach. This is notwithstanding that the Trust expressly requested details of “any derogations from Fire Code” in the email of 16 October 2007.
(4) The changes to the Fire Strategy were ultimately made on the instructions of Lendlease with a view to leaving “no room for being picked up on”, which I understand to indicate that Lendlease was seeking to ensure that the Fire Strategy reflected what was already in place (a reading of the email which is consistent with Mr Avey’s understanding as reflected in his oral evidence). AECOM appears to have accepted this, but it remains unclear whether it agreed with the underlying change to the Fire Strategy to remove the compartmentation in Plant Room 2. Indeed the 19 November email exchange between Mr Vaughan and Mr Middleton suggests that AECOM was not even clear as to precisely what had in fact been constructed on site. To my mind, this tends to give the lie to the assertion made by Mr Hickey in his closing submissions that “there will obviously have been plenty of discussions even if those are not recorded”.
(5) The list of changes to the Fire Strategy that Mr Vaughan of Lendlease asked to be provided to Capita Symonds did not even point out the change to paragraph 7.5 of the Fire Strategy, i.e the change to the provision of compartmentation around the generators.
(6) The letter from Mr Aldridge of 4 December 2007 does not record assessment or final approval of the Fire Strategy by the Trust (as submitted by Lendlease), but recognises instead that there are various compliance issues that need to be resolved. I infer from paragraph 2.2 of the Capita Symonds report of the same date that one such issue related to compartmentation. However, there is no evidence that this issue was ever resolved or that the planned meeting ever took place. I reject Mr Hickey’s submission in opening that the 4 December 2007 letter “could not have been written without the Trust having been fully satisfied with the arrangements in Plant Room 2”.
(7) The Trust confirmed that the Fire Strategy was “acceptable” on 13 December 2007 and it signed off Reviewable Design Data on the following day. However, this sign off did not involve the Trust checking or approving the design generally, including, in particular, the compartmentation in Plant Room 2.
(8) Neither the Trust, nor any other relevant authority, appears to have identified that there was no fire suppression system in fact installed in Plant Room 2, contrary to the requirements of the Fire Strategy. It is difficult to accept that there was a detailed review and approval process (as Lendlease suggests) in circumstances where such a glaring omission was not picked up, and I find that, in light of the available evidence, there was no such review and approval process.
(1) in respect of the absence of fire protection/separation to the cabling feeding the smoke extract fans, the Rev 19 Fire Strategy is inadequate;
(2) in relation to the absence of fire protection/separation between generators, the Rev 19 Fire Strategy is inadequate;
(3) in respect of the lack of separation of main electrical switchgear from normal dependency patient access areas, the Rev 19 Fire Strategy is inadequate;
(4) in relation to the inadequate fire stopping to the LV Switch Room, the Rev 19 Fire Strategy is inadequate.
(1) the removal of compartmentation may slightly increase the risk of power failure within the Hospital;
(2) the removal of compartmentation has the effect of exposing the systems to the possibility or potential that a failure in one part of Plant Room 2 would “take out” the other part of Plant Room 2 (i.e. the back up system) and that this could be “quite serious”;
(3) paragraph 5.2 of the Rev 12 Fire Strategy (which was unamended in the Rev 19 Fire Strategy) provided that the main electrical switchgear were to be contained within their own 60 minute compartment and that the as built Plant Room 2 did not achieve this.
(1) there was no explanation in the Rev 19 Fire Strategy for the change to paragraph 7.5 (which he volunteered was in any event “slightly confusing”);
(2) he would have expected changes in the design between Rev 12 and Rev 19 Fire Strategy to be flagged clearly by the designer;
(3) “for the purposes of records” the Rev 19 Fire Strategy was “not adequate”;
(4) Written records are important and he would expect to see some written record of a fire assessment being undertaken: “I would expect it to be documented somewhere”;
(5) any reasonably competent engineer would have provided “at least some text” to explain the removal of compartmentation in Plant Room 2;
(6) he would want to be satisfied that the relevant fire-engineering approach had been presented to the relevant users before they gave their agreement or approval;
(7) he had not seen what Building Control, the Trust or the Trust Fire Officer had been told about the amendment to the Rev 19 Fire Strategy or what analysis or explanation they were given by Lendlease;
(8) he had not seen any fire-engineering analysis from Lendlease or its design team and he had not himself conducted any independent fire engineering analysis of the Rev 19 Fire Strategy, even though qualified to do so.
“22.12.1…the issue of the Certificate of Practical Completion shall, in the absence of manifest error, bad faith or fraud, be conclusive evidence for the purpose only of ascertaining the Payment Commencement Date, that the Actual Completion Date has occurred on the date stated in such Certificate…
22.16 The issue of any certificate described in this clause 22 shall in no way affect the obligations of Project Co under this Agreement including in respect of any Defects.”
(1) Requirements B2 and B3 of the Building Regulations which provide that:
“B2 .—(1) To inhibit the spread of fire within the building, the internal linings shall—: (a) adequately resist the spread of flame over their surfaces…
B3 (3) Where reasonably necessary to inhibit the spread of fire within the building, measures shall be taken, to an extent appropriate to the size and intended use of the building, comprising either or both of the following:
(a) sub-division of the building with fire-resisting construction...”
(2) HTM 2007, paragraph 14.5 Low Voltage Switchrooms, ‘Walls’:
"Walls and doors should be constructed to fire regulations and standard statutory requirements”
(3) HTM 2007, paragraph 13.12, which provides that for a high voltage substation:
“The minimum construction requirements are: a. walls and fire-resisting partitions forming the chamber must comply with statutory Building Regulations or equivalent fire-resisting steel fabricated modular construction”.
(4) HTM 2011, paragraph 4.17:
“Normal supply transformers, switchgear and cables should not be in close proximity to an emergency generator set unless adequate segregation and fire barriers are provided.”
(5) HTM 2011, paragraph 4.124:
"The engine room and any associated room used for oil storage should be of fire-resisting construction”.
(6) HTM 2011, paragraph 4.140:
"Where oil or gas engines are used, fire extinguishing protectron (sic) must be provided over all fuel storage tanks and engines".
(7) Rev 19 Fire Strategy, paragraph 7.5:
“generators should be located within the Level -1 designated plant area, contained within their own room within the main plant area”
“The plant room was designed as an engineered solution in accordance with a Fire Strategy approved by all parties and accepted as compliant with the same. The allegations now made take no cognisance of the fact that the solution was in accordance with recommendations and approval of the relevant fire safety managers. Project Co is wrong to start from the assumption that HTMs (which were guides) were applicable given that there was an engineered solution where deviation from the guidance was permitted and justified”.
(1) It is common ground that the original requirement in the Rev 12 Fire Strategy for compartmentation throughout Plant Room 2 was changed by the Rev 19 Fire Strategy. It is also common ground that there is accordingly no fire separation between the primary and secondary power supplies within Plant Room 2 - the generators sit within the same compartment as the remainder of Plant Room 2, alongside 3 diesel tanks containing approximately 2000 litres each of diesel oil.
(2) I accept Mr Davis’ evidence that with inadequate fire separation (compartmentation) between the primary and secondary supplies, it is likely that a fire caused by any electrical plant within any part of the electrical supply area of Plant Room 2 will severely damage the components of both electrical supplies and that this is likely to render both power supplies inoperable. In cross examination, Mr Davis elaborated on these risks, including the potential for the transfer of hot gases from one area to another and the risk of ignition of equipment in rooms adjacent to any fire by reason of the heat and explosions caused by hot gases. Accordingly, I accept Mr Davis’ evidence that the lack of fire separation renders the design of Plant Room 2 of a lower standard than that required by HTM 81, HTM 2007 and HTM 2011.
(3) This did not appear to me to be under any serious challenge from Lendlease’s experts. In their combined 60 years of experience, neither Mr Bradley, nor Mr O’Mahoney had ever seen or designed a hospital without segregating the primary power supply from the secondary power supply. Mr Bradley accepts that the agreed fire strategy “means that there is a loss of resilience that may affect ‘business continuity’”. In cross examination he conceded that a fire in one part of the Plant Room could take out the whole of the power supply to the Oncology Centre, a concession which is entirely consistent with the acknowledgement by Mr Bekesi in an email dated 31 May 2018, that a fire taking out both the primary and secondary supplies in Plant Room 2 “could become a reality”.
(4) I do not consider that the existence of the UPS affects this conclusion - the purpose of the UPS is to fill the gaps in supply when there is a switch from mains to generator power (as Mr Jones accepted in his evidence). Its purpose is not to act as a substitute for transformers and/or generators and it does not, in any event, serve the entirety of the Oncology Centre.
(5) I accept Mr O’Mahoney’s evidence that the guidance in HTMs 2007 and 2011 applies to the design of a dual unified system and that segregation should have been installed by Lendlease between the primary and secondary systems. Again this did not appear to me to be seriously challenged. I shall return to the design of a dual unified system in connection with Defect 9 later in this judgment.
(6) Thus it was common ground in closing that (subject only to the Fire Strategy Defence), Plant Room 2 does not comply with the requirements of HTM 2011 paragraph 4.17 because there is no segregation between (a) the transformers plus their associated switchgear cables and (b) the generators. Mr Bradley accepted in cross examination that HTM 2011 required generators and tanks to be in separate fire compartments and that this was normally seen in hospitals - albeit this is not the arrangement in Plant Room 2. HTM 2007 says at paragraph 1.5 that “Every effort must be made to reduce the probability of equipment failure due to loss of power”. On the evidence, that did not occur in Plant Room 2.
(7) Mr Bradley also accepted that under HTM 2011, generator rooms should be of fire resisting construction subject to anything to the contrary in the Rev 19 Fire Strategy. No such provision has been made in Plant Room 2 (where intermediate walls are not fire resistant owing to their incomplete construction and lack of fire stopping), contrary to paragraph 4.124 of HTM 2011. Further I accept that the absence of fire separation between each of the generators and the remainder of Plant Room 2 was also in breach of paragraph 7.5 of the Rev 19 Fire Strategy.
(8) I accept Mr Davis’ evidence that the enclosures within Plant Room 2 which house the HV and LV equipment are not of fire resisting construction and contain defective fire stopping, such that there is a breach of HTM 2007, paragraph 14.5.
(9) Mr Bradley accepts that paragraph 4.140 of HTM 2011 requires fire suppression over generators in addition to segregation. However, it is common ground that no fire suppression system was installed in Plant Room 2, contrary to the requirements of paragraph 7.2 of the Rev 19 Fire Strategy, the Project Agreement and HTM 2011, paragraph 4.140. Lendlease concedes that this is a defect which must be rectified. Both fire experts agree that the provision of automatic fire detection is not a viable replacement for a suppression system.
(10) Whilst Lendlease was plainly not required to warrant or ensure protection from fire (and HTM 81 recognises that it is not possible to eliminate the risk of fire), the risk at the Oncology Centre was not sufficiently minimised or controlled. I reject Lendlease’s submission that this risk was in practice “extremely low”; as I have already said, Lendlease has carried out no analysis in support of such a proposition, notwithstanding that it would have been relatively simple to instruct Mr Jones to undertake such an analysis. Lendlease acknowledges that there was a potential business continuity risk, which, for reasons I have explained and in the sense identified, was a risk which Lendlease had a contractual obligation to minimise.
(11) Both fire experts agree in the Joint Statement that the 120 minutes separation provided between the main electrical switchgear in Plant Room 2 is not compliant with the 60 minutes separation (plus suppression) required by HTM 81.
(12) Mr Jones accepted that the aim of HTM 81 (as set out in paragraph 1.15) is to reduce the risk of fire to patients, visitors and staff as far as is reasonably practicable. Mr Bradley confirmed that this was the aim of all HTMs. Mr Jones and Mr Davis agree that Plant Room 2, as constructed, does not meet the recommendations of HTM 81 and that (even though HTM 81 does not specifically require the provision of compartmentation to enclose plant and/or electrical services) in this case the removal of the compartmentation “would not achieve the same level of general life safety that HTM 81 would expect”. Similarly, Mr Jones accepted in his evidence that the removal of compartmentation within Plant Room 2 did not reduce the risk of fire as far as reasonably practicable.
(13) Mr Jones also accepted that the HV/LV switchgear, the generator switchgear and the generator rooms were places of special fire hazard and that he could see an interpretation of paragraph 9.12 and Table A1 of Approved Document B to the Building Regulations 2000 that required such equipment to be housed in individual enclosures. His evidence was, however, that ultimately whether or not the lack of compartmentation within Plant Room 2 was compliant came down to the evidence of the experts in electrical engineering. I have dealt with that above, and in my judgment their evidence is clear that the lack of compartmentation was not compliant with HTM 2007 and 2011.
(14) I accept Mr O’Mahoney’s evidence that he has seen no fire engineered solution to meet the requirement in HTM 81 at clause 5.69 to the effect that essential and non-essential electrical circuits are normally segregated but that “where this is not possible, essential services cables are wired in fire resistant cable”. Mr Davis’ evidence was to the same effect. Mr Bradley accepted that the cables were not generally fire rated. He also said that in the absence of anything else to the contrary in the Rev 19 Fire Strategy he would expect there to be adequate segregation and fire barriers between the generator set on the one hand and the normal/transformer supply on the other. This was not provided.
(15) In all the circumstances set out above, the design of Plant Room 2 (which failed to comply with the requirements of HTM 81, 2007 and 2011) did not comply with Requirements B2 and B3 of the Building Regulations.
(16) As I have already found, there is no evidence of any fire engineering justification that would explain these numerous failures to comply with the Applicable Standards.
(1) BS 5588, Part 5, paragraph 16.1-16.2:
“16.1 Both the primary and secondary sources of power to the firefighting shaft need to be sufficiently protected against fire and water damage, and also to be separated from each other, so that a failure in cables or equipment, either by mechanical breakdown or damage by fire, in any one system, does not affect the other supply. Protection against fire may be achieved through choice of cable, choice of route (for example through protected areas, or external to the building) or by the provision of additional protection.”;
16.2 “Any electrical substation, distribution board, generator, hydraulic pump or other apparatus which supplies or transmits power to the firefighting lift installation, or any equipment associated with the firefighting shaft (e.g. pressurization fans, pumps for fire mains, etc.) should be protected from the action of fire in the building for a period not less than that specified for the enclosing structure of the firefighting shaft” (in this case, 120 minutes).
(emphasis added).
(2) BS 5588, Part 7, paragraph 19.1-19.3:
“19.1 ‘Electrical Power Supply, All electrical supplies to life safety and fire protection installations need to be separated from other circuits at the point of entry into the building, so that the failure of other equipment does not render the installations inoperative. Since it is not possible to determine where a fire may start, all power supplies and their associated control equipment back to the supply intake position should be regarded as being within the hazard/risk area. Therefore great care needs to be taken in the design to ensure power is available at all times. Consideration also needs to be given not only to routeing of cables, but to positions of terminations, circuit protection facilities and control panels, to ensure that these are also provided with adequate protection from the effects of fire”;
19.2 Protected circuits for the operation of equipment in the event of fire’ Wiring systems for the supply of electrical equipment required to operate in the event of fire need to be of a type, or installed in a manner, such that, in the event of fire anywhere in the building, the circuits will continue to operate and the cables will maintain circuit integrity;
19.3 Primary and secondary power supplies’ …The secondary power system needs to be designed to operate safely in the event of fire.”
(1) It is common ground that the primary and secondary cables feeding the fire-fighting lift and the smoke extract panels are not segregated or diversely routed, and run through the same fire compartment - i.e. Plant Room 2.
(2) It is also common ground between the electrical engineering experts that a fire in the Plant Room 2 area could result in loss of both the primary and secondary supply (such that cables feeding the fire-fighting lift and smoke extract panels would be “taken out”), albeit that the experts agree that a fire suppression system would prevent fire developing and spreading - a point to which I shall return later.
(3) It is agreed by the experts that the cables feeding the smoke control panel from the switchboards are not fire rated (whereas the cables from the panel to the smoke extract fans are fire rated).
(4) Mr O’Mahoney’s evidence, which I accept, was that whether or not the fire-fighting lift would be used in the event of a fire in Plant Room 2, BS 5588 Part 5 required that the lift should be capable of operating within a fire.
(5) Mr Bradley accepted that (subject to the Fire Strategy Defence) BS 5588 Part 5 required both the primary and secondary power supplies to the fire-fighting lift to be separated and for the cables to be protected. He confirmed that BS 5588 Part 7 dealing with smoke extraction, included the same requirements. He therefore did not dispute that BS 5588 Parts 5 and 7 apply, or (therefore) that the smoke extraction system is a life safety and fire protection installation within the meaning of BS 5588, Part 7.
(6) The fact that the cables feeding the fire-fighting lift (and some of the cables feeding the fire extraction system) are fire rated (being cable type FP400 and thus compliant with BS 7671) does not assist Lendlease, because they were required by BS 5588 to be both protected (i.e. fire rated) and separated from one another.
(7) Mr Bradley confirmed that he had seen nothing in the Rev 19 Fire Strategy that discussed BS 5588 and indeed there is nothing in the Rev 19 Fire Strategy that explains the non-compliance with BS 5588, Parts 5 or 7.
(8) I accept that 120 minute protection has not been provided for the transformers (the primary supply) and the generators (the secondary supply) as required by BS 5588, Part 5, paragraph 16.2. Lendlease has not suggested to the contrary.
(9) In the circumstances, there was a breach of BS 5588, Parts 5 and 7 in the construction of Plant Room 2.
(10) I reject Lendlease’s argument that the fire-fighting lift and the smoke extract system would not be required to operate in the event of a fire, which appears to me to be fallacious, not least because (i) it ignores the practicalities of fire-fighting, as described by Mr Davis in his report, a description which I accept in circumstances where Mr Davis has experience as a firefighter and worked for the Kent Fire and Rescue Service; and (ii) it ignores the clear intent of section 6.8.4 of the Rev 19 Fire Strategy - certainly there is nothing in the Rev 19 Fire Strategy to support Lendlease’s defence. I accept Mr Davis’ evidence that there is a need to consider the real likelihood that in the event of a fire in Plant Room 2, the lift will be required to be used to evacuate other parts of the building and that the fire service should be able to expect all firefighting facilities to be available and in operation during an incident. Lendlease had no real answer to these points at trial.
(11) Mr Jones’ evidence in his report went no further than to say that “if it is accepted that fire-fighting lifts would not be required to operate in the event of a fire” and assuming that “it is not expected that the smoke extract system in the atrium and basements would be required to operate in the event of a fire in Plant Room 2” (emphasis added) then there would be no requirement for primary and secondary cabling to be separately or diversely routed. However, the Rev 19 Fire Strategy contains nothing to support such assumptions.
(12) Furthermore, Lendlease’s reliance upon BS 7671 is misplaced. That standard (at 560.5.1) appears to make clear that safety services may be required to operate at all and any time because a fire may occur at any time.
(13) I accept Mr Davis’ evidence that Lendlease has not demonstrated an equivalent level of safety with the requirements of HTM 81.
(1) It is common ground that a fire suppression/sprinkler system has not been installed in Plant Room 2.
(2) It is now admitted by Lendlease in its Amended Defence and in its submissions at trial that a fire suppression system should have been installed and that the failure so to do was a breach of contract.
(3) Mr Jones accepted in the Joint Statement that the absence of a fire suppression system was in breach of Project Co’s Proposals as set out in the Project Agreement (and relied upon by Project Co in its Scott Schedule). Indeed he accepted that the D&B Contract required a gaseous system over the HV/LV areas of Plant Room 2.
(4) Mr Jones also accepted in cross examination that there was, in addition, a failure to comply with HTM 81 (which requires that rooms housing main electrical switchgear are to be separated from ‘normal dependency’ patient access by means of 60 minute fire resisting compartment construction and provided with automatic fire suppression).
(5) There was also a clear failure to comply with the express requirements of the Rev 19 Fire Strategy, as more particularly referred to above.
“With compartment floors, vertical connections become ‘protected shafts’. Table A2 in HTM 81 calls for a 1 hour standard for protected shafts, but para 6.17 seeks the same standard as the compartment floor, in this building, 2 hours. It has been agreed to adopt a 2 hour standard. Lobbies should be to the same standard, with their access doors both FD30S - HTM 81, Table B1, Appendix B. The higher FD60S door access standard sought in BS5588: Pt 5 is provided around the firefighting shaft of stair 4, on levels 6 to 8 only”.
“The approved Fire Strategy states that the mechanical risers to the outside of the building are not intended to be enclosed in fire resisting construction (see section 6.7 of that report). 120 minute fire resisting construction was required to be provided between the mechanical riser and main hospital building on the upper floors. This is also indicated on the fire strategy drawings. Fire stopping is therefore not required where services connect between the plant room at level -1 and the mechanical riser”.
“Risers are separated from the adjacent accommodation by 2-hour construction. Their fire-rating has been taken into account in establishing the unprotected areas to this elevation. The unprotected area associated with these risers is the subject of this Section.
...
Since the risers are not within the accommodation, and therefore outside the compartment floors, they do not traverse the floors in the traditional sense of ‘protected shafts’. The risers themselves are not therefore ‘protected shafts’, and as such, need not be fire-rated by default as elements of structure.
The proposal is for 100% unprotected area to these risers since the content of the risers is largely non-combustible and the BRE document used above is not able to discern the benefits of such a low fire load. It only distinguishes broadly, between purpose groups. This approach has been accepted by the approving authorities and the risers require no fire-rating subject to their content remaining largely non-combustible. Any change in this condition would be the subject of a future risk assessment.”
“External risers 2 and 1 at B1: As the space between the L0 slab and bottom riser steel is used to allow air flow to the emergency generators we agreed it was unnecessary to provide separation. This conflicts with the drawn requirements for 2 hr separation”.
(1) As I have said, it is common ground that the Rev 19 Fire Strategy required 120 minutes resistance from the plant area to the base of the riser. It is also common ground that this was not provided. Mr Davis’ evidence, which does not appear to be in dispute, is that “usually, where a riser shaft is provided, protection to adjoining floors will be provided by a fire resisting door at the floor of origin”. This means that for a fire successfully to spread via a riser it would have to enter the riser through a 60 minute fire-resisting door (so bypassing the 120 minute compartment floor) and exit the riser at another floor through another 60 minute fire resistance door - thus giving 120 minutes fire resistance.
(2) Mr Jones did not dispute in cross examination that paragraph 6.6.3 of the Rev 19 Fire Strategy provided for vertical connections to become ‘protected shafts’ and that this had not been provided.
(3) Mr Davis’ view is that in circumstances where the base of the riser is unprotected and sits above a non-fire resisting louvre, a fire spreading via the riser “would need only to breach one door, the 60 minute fire doors that have been provided at the exits of the risers” and that accordingly “only 60 minutes fire resistance has been provided, not 120 minutes”. Mr Jones agreed with this in his evidence, confirming that any fire in Plant Room 2 would have a free passage up the risers and would only be stopped by a 60 minute fire door on the floors above.
(4) Whilst the final two paragraphs of 6.7 of the Rev 19 Fire Strategy appear to provide an explanation for a deviation from the requirement for 120 mins fire separation (which, according to Mr Jones, “any fire engineer would understand”), the fact that the attached Architect’s drawing continues to show 120 mins separation obviously creates ambiguity.
(5) Having regard to the Architect’s drawing alone, there is plainly a failure to comply with the Rev 19 Fire Strategy. There is no explanation from Lendlease as to why (given the instruction in the email from Mr Vaughan of 29 October 2007 to representatives of AECOM and the Architect to “update the fire strategy document and drawings as required”) the drawing nevertheless continued to show the requirement for 120 mins fire separation. One explanation could be that, in fact, Lendlease changed its mind following the 29 October 2007 email from Mr Brown, recognising the importance of maintaining the 120 mins fire protection (even though this was not in fact provided).
(6) Mr Jones contended in his report that the requirement for 120 min separation on the drawing might be an error, relying on the final two paragraphs of 6.7 of the Rev 19 Fire Strategy. However, in the absence of any evidence from Lendlease it is impossible to say one way or the other.
(7) Furthermore Mr Jones had not carried out any analysis as to whether it was appropriate to do away with the 120 mins requirement in relation to the risers, or whether the explanation provided in paragraph 6.7 of the Rev 19 Fire Strategy could be justified on the basis that it provided a standard equal to or better than HTM 81.
(8) In all the circumstances, I accept Mr Davis’ evidence that whilst it could theoretically be demonstrated that the arrangement adopted by Lendlease achieves an equivalent level of safety to HTM 81, no such analysis has been provided in the Rev 19 Fire Strategy other than at paragraph 6.7 and this paragraph is “wholly inadequate” owing to the fact that it does not provide the required level of detail or consideration that he would expect. I do not regard Mr Jones’ evidence that any fire engineer would understand “the top sentence” to undermine this conclusion. Furthermore, it seems to me that the inconsistency between paragraph 6.7 and the Architect’s drawing attached to the Rev 19 Fire Strategy only serves to support a conclusion of inadequacy - I do not see how any fire engineer could resolve this inconsistency.
(9) Accordingly I accept that in the circumstances, as Mr Davis says, an equivalent level of safety to HTM 81 has not been demonstrated.
(1) Mr Jones accepted in cross examination that the only compartment wall that he had considered in his report was the external wall of Plant Room 2; and
(2) Further, he accepted that if greater compartmentation should have been provided by Lendlease, there would need to be dampers and fire-rated ducting or the ductwork would need to be encased in some form of fire-rated construction where it penetrated the internal walls of the Electricity Substation.
“Fire barriers and penetration seals must be provided for all cable installations entering/leaving switchrooms and plant cubicles where gland plate sealing is not provided”.
(1) It appears to be common ground that there was no fire stopping to electrical cable penetrations through intermediate walls. The suggestion that there was a lack of particularisation in relation to the location of these defects was not maintained at trial.
(2) Mr Jones confirmed in cross examination that, as with Defect 7, if additional compartmentation should have been provided by Lendlease, then there would need to be some form of fire protection provided at penetrations in the internal intermediate walls of the Electricity Substation.
(3) I have found that adequate compartmentation was not provided.
(4) I do not consider that the fact that this defect could have been addressed in 2016/17 is relevant to the question of whether it exists.
"Essential services cables should normally be segregated from non-essential services. If segregation is not possible, essential services cables should be fire-resistant and installed with physical barriers"
(1) It is common ground (and is accepted by Mr Bradley in his report) that “The cables from the low voltage switchgear and generator switchboard are routed on the cable management system of trays and ladder racking within the plant room area and then to equipment in the hospital. There is no substantive physical segregation between the ‘A’ and ‘B’ supply cables other than that of necessity caused by their installation on the cable management system”. It is also common ground that the A and B supply cables include the essential and non-essential supplies. Mr Bradley confirmed in his evidence that a fire in an A cable could affect the B cable also.
(2) Mr Bradley acknowledges in his report that with the exception of cables supplying the equipment required to operate in the event of a fire, the cables are not fire rated (contrary to Lendlease’s defence). Mr Bradley also accepts that the cables supplying the smoke extract fan control panel “should be fire rated but are not”. This was plainly a defect.
(3) Mr O’Mahoney’s view, which I accept, is that the requirements of the D&B Contract and the HTMs are not met by the arrangements at the Oncology Centre and there is nothing in the Rev 19 Fire Strategy permitting a derogation. Paragraph 16.4.2.11 of Sub-Part F, Part 3 of Schedule 8 to the Project Agreement obliged Project Co to ensure a split (i.e. segregated) electrical distribution system of essential and non-essential services.
(4) Although Mr O’Mahoney’s evidence in cross examination was nevertheless that the system was a good one, his evidence was subject to the clear qualification: “if the compartments were installed”.
(5) Mr Bradley confirmed in his evidence that in order to comply with the requirement in paragraph 16.4.2.11 for a split distribution system where there was an A+B design, as in this case, the A side would need to be separated from the B side by segregation or separation (in other words that there would need to be a sufficient degree of distance between them so that an effect on one is unlikely to affect the other). Furthermore, he accepted that where there is an A+B system, the A and B sets of cables “should be segregated” using “all possible efforts” as required by the HTMs.
(6) When it was put to Mr Bradley that Lendlease did not use all possible efforts to provide cable segregation he was able to respond merely that he did not know and that he hadn’t identified the route of every A and B cable. He did confirm that he had seen instances of essential cables not being segregated. Mr Bradley also confirmed that he did not remember seeing any provision in the Rev 19 Fire Strategy addressing the contractual requirements for a split distribution system.
(7) Mr Bradley’s evidence was that paragraphs 2.15 and 2.16 of HTM 2011 were the only parts of HTMs 2007 and 2011 that addressed unified distribution systems and that these required a risk assessment to be made by reference to the likely outcome of a loss of power to various parts of the facility. There is no evidence whatever of any such risk assessment being made.
(8) In all the circumstances, it is unnecessary to look in greater detail at the various provisions on which the experts relied in the HTMs. Lendlease was not contractually entitled to install the unified system described by Mr Bradley and was in breach of contract in so doing. In any event, as Mr Bradley confirmed, just because the system at the Oncology Centre was unified did not mean that the issues in respect of separation and segregation of power supplies could simply be ignored - it was still necessary to consider them.
Defects 5 and 6
(1) paragraph 5.13 of HTM 2023, Part 1:
“Some services may have to be renewed once or twice during the useful life of a building. Accommodation should be planned to allow for this and take into account both weight and size of major items”
(2) paragraph 3.15 of HTM 2007:
“[High Voltage] sub-stations should be accessible from a road to allow easy access for transformer changing, fire appliances, maintenance vehicles etc.”
(3) paragraph 4.121 of HTM 2011:
“The main access to a generator room should allow sufficient clearance for the passage of both engine and generator. Anchor rings should be provided inside and outside the engine room for drawing in and out the emergency generator set where access overhead is not provided to off load with an overhead crane”
and
“where practicable, generator rooms should be located at ground level”
(1) Paragraph 3.8 (Handback & Residual Life Expectancy) of Part 3, Sub-Part C, Schedule 8 to the Project Agreement:
“3.8.2.4 Materials and components forming part of the Facilities, which require maintenance and replacement within the life of the Facilities, must be selected, located and fixed in such a way as to minimise future inconvenience, disruptions and to avoid temporary closure of the Facilities.”
(2) Paragraph 4.6 (Loadings and Structural Flexibility) of Part 3, Sub-Part C, Schedule 8 to the Project Agreement:
“4.6.6 Project Co shall include, within their design, provision for removal, replacement and upgrading of installed plant and equipment. As part of this element of design, a comprehensive replacement strategy shall be prepared for implementation. This strategy shall, wherever possible, consider how these works can be undertaken whilst minimizing disruption to the function of the completed Facility.”
“…Major removal via demountable louvres through the perimeter of the building is afforded for the air handling plant, transformers and HV/LV switchgear. The HV and LV switchgear and transformers are removed via de-mountable external louvres onto a temporary staging platform, from where units can be craned onto low level lorries located on the road side adjacent Chancellor wing. Each item can be removed without isolation/removal of adjacent items. The removal of one transformer or associated HV/LV switchgear does not require isolation or removal of adjacent systems”.
(1) There is no evidence whatever to support the proposition in Lendlease’s Appendix 1 that the design for the transformers and generators was “shared and discussed during the bid phase and all parties were aware of the position of the plant”. Mr Bradley says in his report (without reference to any documents) that “[t]he development of the layout and space planning of the hospital was carried out in consultation with the Trust” but he goes on to say that “[e]asy access to the plant room areas would have been balanced with the requirements and demands of other areas and department…” (emphasis added); the use of the conditional tense making clear the lack of evidence and reliance upon assumption. He also relies on the point that “no adverse comment on the location of or access to the plant spaces” was made by the Trust, hardly evidence of its agreement or approval. In cross examination, Mr Bradley accepted that he had seen no specific evidence or document in relation to any consultation with the Trust or with Project Co about the relationship and layout in Plant Room 2 of the Electricity Substation itself and confirmed that “we do not really know what process Lendlease went through in this regard”.
(2) Indeed the only contemporaneous evidence to which I have been referred is an email exchange dated 24 November 2007 between Wingate (presumably part of Lendlease’s supply chain) and Lendlease in which the observation was made by Wingate that “there are 3/4 transformers in the Plant Room, which due to Ducting etc. we can not get out”. Lendlease’s response to this was that the issue would be reviewed on a site visit during which ‘the art of the possible’ would be considered. It is unclear what, if any, conclusions were arrived at following this site visit and whether the Trust was informed of the issue.
(3) I accept Project Co’s case that, in light of the provisions of clause 15 of the D&B Contract, Lendlease retained responsibility for the choice of location of the transformers and the generators and, even assuming that the Trust approved that choice (in respect of which there is no evidence), such approval would not relieve Lendlease of responsibility under the contract.
(4) Mr O’Mahoney’s evidence, which I accept (and which was not challenged in cross examination), is that the PRS is inadequate, that it presents an uncoordinated and unconsidered approach to renewal/replacement of plant and that it contains insufficient detail to enable facility teams to understand the replacement requirements. In particular, Mr O’Mahoney observes that most PRSs for medium to large buildings contain comprehensive and detailed studies of access routes, penetrations, doors, lift sizes and schedules dimensions and weight of all plant and equipment, usually in a separate report. As he points out, however, the PRS “explains the complete electrical substation plant replacement in four sentences and the word “Generator” does not get a mention”.
(5) Mr Kavanagh’s evidence, which I also accept (and which was not challenged in cross examination), supports that of Mr O’Mahoney. Further to a simulation for the replacement of the transformers and the generators via the route identified in the PRS, he is of the view that the PRS “does not provide a comprehensive replacement strategy” in either case. Mr Bradley agreed with this in cross examination (“That is hardly comprehensive? A. It is not”).
(6) In so far as the route devised for the transformers is concerned, amongst other things, Mr Kavanagh points out that (i) the louvre panels do not seem to be readily openable or demountable; (ii) secondary brackets supporting the louvres at the head and the base will need to be removed; (iii) the width of the louvre opening in TX3 is only approximately 165mm wider than transformer 3 which will not permit safe removal and which is not referred to in the PRS; (iv) an alternative solution of removing transformer 3 via the louvres in TX2 would require demolition of internal partition walls (an unreasonable requirement in Mr Kavanagh’s opinion) and the removal of localised wall mounted electrical services; (v) the temporary staging platform will require the input of a structural engineer to design the platform; and (vi) when removing transformers 2 and 3 crane access to the temporary staging platform will be restricted by the overhanging riser construction and the projecting portion of building on level B2.
(7) In so far as the route devised for the generators is concerned, many of the general issues identified above in relation to the transformers apply. In addition, Mr Kavanagh points out that the removal of the generator acoustic attenuators would necessitate demolition of an internal wall, which he considers unreasonable and that no clear strategy or spatial allowance has been developed for their removal prior to the removal of the generators. The possible alternative route identified for transformers is not available in respect of the generators.
(8) Mr Bradley’s position in his report was that, although removal of the generators and transformers would not be easy, there had been no breach of any contract condition on the part of Lendlease. However, I note that, unlike Mr Kavanagh, he did not consider the provisions of the PRS and nor did he consider the mechanics of removal of the transformers and generators in any detail. Upon being asked whether he had considered paragraph 4.6.6 of Part 3, Sub-Part C, Schedule 8 to the Project Agreement, Mr Bradley confirmed that he had considered the need for a PRS but that when he had opined on there being no breach of contract in respect of Defects 5 and 6, he had not considered the fact that paragraph 4.6.6 required a “comprehensive” replacement strategy. Upon being taken to the PRS itself, Mr Bradley confirmed that aspects of the PRS as drafted could not in fact be achieved (i.e. it was not possible to remove each item without removal of adjacent items - this applied to the need to remove the RMUs to enable the transformers to be replaced and to remove the attenuators to enable the generators to be replaced).
(9) Under cross examination on the removal of the transformers, Mr Bradley admitted that the need to remove the louvres using a crane or platform created a risk of damage, that in principle it would have been possible to design the louvres in a way which could have reduced the inconvenience, that getting the transformer out of the louvre “will be a challenging procedure”, that it was “quite possible” that it would be necessary to demolish a wall in order to take transformer 3 out through the transformer 2 room louvres and that this created inconvenience and could have been rendered less disruptive had the design been different. Furthermore, Mr Bradley confirmed that whilst the design intent appeared to have been for a shutter door between transformer rooms 2 and 3, he did not remember seeing a roller shutter.
(10) Under cross examination on the removal of the generators, Mr Bradley accepted that in order to remove generator 2 through the louvre it would be necessary to demolish the wall in which the attenuator sits, that in order to remove generator 3 it would be necessary also to remove generator 2, its attenuator and the wall in which it sits and that the demolition of walls creates inconvenience. Mr Bradley also accepted that even on the assumption that a generator could be dismantled before trying to remove it, the configuration of the space made that a very difficult exercise.
(11) Mr Bradley accepted in cross examination that removing the transformers and generators “would be a pig to do” and in light of his concessions, I consider that his evidence was to the effect that the materials and components forming part of the facilities which require maintenance or replacement within the life of the facility (i.e. the transformers and the generators) were not located and fixed in such a way as to “minimise future inconvenience” (paragraph 3.8.2.4 of Part 3, Sub-Part C, Schedule 8 to the Project Agreement), such that, in the end, there was little between him and Project Co’s experts. I agree with Project Co’s closing written submissions that Mr Bradley’s conclusion in his report that there had been no breach of contract by Lendlease cannot survive his evidence given at trial.
(12) Finally, I note that the defective arrangements for the transformers were contrary to the Contract Derogations Schedule which stated the following against HTM 2023: “The principles adopted to easily maintain, service, remove and replace all of the plant have been incorporated”. In my judgment, the evidence of the experts on both sides establishes that this was simply not the case, as does the fact that the recent removal of transformer 1 was achieved via a different route from that planned in the PRS.
(1) The question of whether advice of an expert, even if professionally reasonable, can convert expenditure into reasonable expenditure involves a consideration of the facts in any given case (at [267]);
(2) There must be some effective causal link between the incurrence of the expenditure upon the advice of the expert and the breach of contract (at [267]);
(3) If two remedial schemes are proposed to rectify a defect which is the result of a defendant’s default, and one scheme is put in hand on expert advice, the defendant is liable for the costs of that built scheme unless it could be said that the expert advice is unreasonable. In that context it is not necessary to establish that the expert advice was negligent (at [269] citing McGlinn v Waltham Contractors [2007] EWHC 149 (TCC), at [827]);
(4) Although reliance on an expert will always be a highly significant factor in any assessment of loss and damage, it will not on its own be enough, in every case, to prove that the claimant has acted reasonably (at [269] citing McGlinn).
(1) Installing an external Dump Tank that provides 60 minutes of fire resistance together with dump lines from the existing fuel tanks within the generator rooms that permit fuel to be evacuated into the external tank in the event of a fire;
(2) Installing a temporary external generator to supply power via a fire-proof cable installation that is segregated from other circuits, thereby protecting the secondary supply to fire safety equipment and removing reliance on the electrical equipment and generators currently within Plant Room 2. This would address the risk created by Defects 1, 1A, 1B and 1C in the period prior to the Stage 2 works. It is not intended to retain the external generator following completion of the Stage 2 Works.
(3) Installing a secondary power supply to equipment including smoke extract fans, the fire-fighting lift, the lighting of the fire-fighting shaft and the sprinkler pumps to be supplied from the temporary generator, thereby reducing reliance on the current cabling. These works are to address the risk created by Defects 1A and 1B in the period prior to the Stage 2 Works; however, where possible it is intended to retain any fire rated cables used in this circuit and to divert them to the permanent supply switchboards as part of the Stage 2 Works.
(1) Mr Davis identified the fuel dump proposal in figure 34 to his report. His evidence, which I accept, is that (in the absence of compartmentation and fire suppression) the fuel tanks could support combustion should a fire occur in the generator room and that in the context of the Stage 1 Works, “the proposed fuel dump will reduce the risk, and as such is a reasonable consideration”. I did not understand Mr Jones to disagree with this. In their second Joint Statement, the fire experts agreed that the fuel dump proposal “is required to mitigate the risk in the short term of the risk of a fire in the generator room”. Mr McDonald also expressed the view in his report that the remedial works to provide the fuel dump system are reasonable.
(2) Mr Jones (who acknowledged in evidence that he did not have expertise in installing fuel dump systems or fire suppression systems) nevertheless caveated his opinion in his report, observing that “the common sense approach would be to install the suppression system first” and that this would then obviate the need for the installation of fuel dump tanks. However, under cross examination he accepted that this view was not based on any risk analysis or risk assessment. Mr Davis accepted that if a fire suppression system could be put in quickly then fuel dump tanks would be unnecessary but he also said he did not have “a magic wand” to create such a situation.
(3) There is no evidence that a fire suppression system can be put in quickly. On the contrary - it would appear that fire suppression works can only take place once works to fire-rate the internal construction within Plant Room 2 have been carried out. Mr Jones agreed that if the remedial scheme required work to compartment walls, work in the ceilings, cabling work and the installation of fire dampers (as in my view it does for reasons I shall turn to in a moment) then it would be done in “a single installation” and the fire suppression system would not be put in first.
(4) As Project Co pointed out in opening, even on Mr Somerset’s programme for the Stage 2 Works, the fire suppression works do not commence until week 20 and do not finish until after week 46. By contrast, the Stage 1 Works are anticipated to be completed in 8 weeks.
(5) Mr Jones accepted in cross examination that the fuel dump system proposed would mitigate fire safety risks whilst tendering of the Stage 2 Works was taking place and during the implementation of the Stage 2 Works (when there would be an increased risk of a fire in Plant Room 2).
(6) In all the circumstances, the weight of evidence plainly supports the proposition that the installation of a fuel Dump Tank is reasonable.
(1) Lendlease’s experts had plainly not investigated the Lendlease proposal and were unable to give clear or convincing evidence in support of it:
i. Mr Jones’ evidence in his report was that “an appropriate suppression system” should be installed in Plant Room 2 to remedy Defect 3. He expressed the view that Project Co’s proposed remedial works amounted to betterment with the exception of the fire suppression system and limited works to fire rate cables to the smoke extraction system - however this appears to have been premised upon his reliance upon the Fire Strategy Defence. He “submitted” that the addition of a fire suppression system would provide protection to cables running through the HV/generator room “mitigating the risk of damage and the requirement to relocate them”. Mr Jones identified various options for an “acceptable” fire suppression system, including (in one sentence), a water mist system. However it was clear that he had not investigated this option because he went on to say that “The manufacturer should confirm that the external louvres do not adversely affect performance”.
ii. Under cross examination, Mr Jones accepted that he had identified no specification for any particular fire suppression system and had not even identified a preferred system, much less conducted any analysis into which would be the most suitable system. It is clear that he has no technical objection to the fire suppression aspects of Project Co’s scheme. He confirmed in cross examination that he was not saying that the Hoare Lea proposal for fire suppression was unreasonable and he accepted that a gaseous system over the HV/LV plant area was compliant with the Project Agreement, while a foam deluge system in the generator area was also suitable.
iii. Mr Jones sought to rely upon a proposal from Ventec Systems dated 16 June 2021 for the supply of a water mist system, but, in my judgment, this proposal does not assist. Mr Jones accepted in cross examination that Ventec had quoted on the basis that additional fire rated construction was installed, that Ventec had identified the need for “enclosures” in order for the water mist system to work (including “automatic interlocks and safeguards”) and that the risk of a large enclosure was that the mist might dissipate and fail to extinguish the fire. He also agreed that in fact Ventec’s proposal for the protection of the electrical switch rooms “would be to utilise an Inert Gaseous Suppression Agent” and that the Ventec quote was nothing more than a proposal based on the information Ventec had been given.
iv. Notwithstanding Mr Jones’ attempt to rely upon the Ventec proposal, Lendlease’s remedial scheme does not include any additional fire rated construction or enclosures incorporating automatic interlocks and safeguards and nor is there any evidence that Lendlease’s experts have considered the height or footprint of the rooms in Plant Room 2 in recommending a water mist system. Mr Jones confirmed in his evidence that he has not seen any tests to establish that a water mist system would operate effectively in the c16,000m³ Plant Room 2 and that to support such a proposal a further quote would need to be obtained from Ventec. Neither Lendlease, nor its experts has sought to obtain such a quote.
v. Mr Jones accepted in cross examination that a suppression system together with compartmentation would provide more resilience, as provided for by HTM 81.
vi. Mr Bradley gave no evidence in his report about a proposed water mist suppression system and merely said in the Joint Statement that “gas and water mist systems should be considered”; he had plainly not given them any consideration himself.
vii. There is no support from Lendlease’s experts for the specific proposition that a water mist suppression system is an adequate alternative to the Proposed Remedial Scheme. Lendlease has obtained no evidence from a specialist in the design and installation of water mist suppression systems to support its wide-ranging assertions about their efficacy. Mr Davis’ evidence was that it is usual to enlist an expert to design a suitable suppression system, but as he explained “I’ve not seen any form of design justification as to why we can use a misting system to remove passive fire protection between separation of critical power supplies to a hospital”.
(2) In the circumstances there is nothing to gainsay the evidence of Project Co’s experts that (i) a water mist system is not appropriate; and that (ii) a water mist system (or indeed any suppression system) would be inadequate on its own to address the Defects:
i. Mr Davis’ evidence in cross examination, which I accept, was clear: “You can’t use water suppression to remove compartmentation and I think that is a very important point”. He was unaware of any research to support the use of a water mist system as a replacement for passive fire protection measures such as compartmentation and he had only ever seen water mist systems in the residential sector and never in a hospital. He was unaware of any situation in which a water mist system had been relied upon as an adequate replacement for compartmentation.
ii. Mr O’Mahoney’s evidence in his report was that although Mr Bradley had mentioned a water mist system in the Joint Statement, “as an electrical engineer I would always opt to stay clear of mixing water and electricity, regardless of whether the system emits water vapour or not”. This was a position he strongly maintained under cross examination saying he would “vouch against [water mist systems] every single time if it was one of my jobs”. He also observed that he had never seen a water mist system over an electrical room in 30 years, that having spoken to water mist providers most say that a water mist system is “the last option you would use in an LV room if you had no other option” and that he had concerns over a maintenance error. I accept this evidence. Mr O’Mahoney also expressed the view that he did not see a water mist system as an alternative to having compartmentation and suppression, albeit that was primarily a matter for the fire experts.
iii. Further and in any event, I observe that Schedule 8.4, Volume 17 of the Project Agreement required a gaseous system in the HV/LV areas. Lendlease’s proposal for a water mist system is not compliant with this requirement.
(3) Lendlease’s experts provided little assistance on the remedial scheme proposed by Project Co:
i. Mr Jones confirmed in his report that he had “not yet had the opportunity to consider or opine upon whether the method proposed in respect of the remedial works is correct, reasonable or proportionate”.
ii. Mr Bradley said in his report: “I have not been instructed to examine in any detail the remedial works package of documents prepared by Hoare Lea” - he had been asked only to “give a summary appraisal”. As part of that summary he agrees that “in the absence of the fire strategy, the provisions of HTMs 81, 2007 and 2011 should have applied”. The high point of this summary appears to be that “It is suggested that the [Hoare Lea] report, along with its packages of attachments are generally a proposal to improve the fire related services at the hospital but are not necessarily a package of works to remediate defects with the original installation” (emphasis added) - hardly a ringing endorsement of the proposition that the Proposed Remedial Works are unreasonable.
iii. Indeed Mr Bradley went on to confirm in cross examination that “the provision of a suppression system…will not achieve segregation or separation of the power supplies”, which is required by the electrical HTMs.
(4) Aside from being cross examined about the viability of a water mist system, and sticking to their guns that it was inappropriate, Project Co’s experts were largely unchallenged on other aspects of the Proposed Remedial Scheme. Mr McDonald was challenged as to whether consequential mechanical works were required and flowed from a breach of contract by Lendlease, but he was clear that they did, and I accept his evidence, which was supported by detailed calculations which it became clear that Mr Bradley had entirely overlooked.
“It is denied and Project Co is put to proof that it has any actual intention to commit to and carry out any remedial works and any contractual liability to incur the cost thereof. It is considered more likely that Project Co is seeking to wait to see what if any quantum is awarded in these proceedings before making any decision as to what works it may wish to carry out.”
“Where there has been substantial completion the measure of damages is the amount that the work is worth less by reason of the defects and omissions, and is normally calculated by the cost of making them good, i.e. the cost of reinstatement, unless this is disproportionate to the end to be attained.”
“I should emphasise that in the normal case the court has no concern with the use to which a plaintiff puts an award of damages for a loss which has been established. Thus irreparable damage to an article as a result of a breach of contract will entitle the owner to recover the value of the article irrespective of whether he intends to replace it with a similar one or to spend the money on something else. Intention, or lack of it, to reinstate can have relevance only to reasonableness and hence to the extent of the loss which has been sustained. Once that loss has been established intention as to the subsequent use of the damages ceases to be relevant.”
“(1) There will generally be an award of the cost of reinstatement provided that reinstatement is reasonable: East Ham v Bernard Sunley at 434, 445; Ruxley at 358D, 360E, 367B.
(2) Reinstatement will be unreasonable if the cost of reinstatement would be out of all proportion to the benefit to be obtained: Ruxley at 367B.
(3) The question of reasonableness has to be answered in relation to the particular contract: Ruxley at 358D.
(4) It is not necessary for recovery of the cost of reinstatement to show that the claimant will reinstate the property but the intention to reinstate may be relevant to reasonableness: Ruxley at 359C to D and 372A to 373E;
(5) If reinstatement is unreasonable then the measure will generally be diminution in value: East Ham v Bernard Sunley at 434, 445; Ruxley at 360E, 367B;
(6) Where reinstatement is unreasonable and there is no diminution in value, then the court may award damages for loss of amenity: Ruxley at 354D, 360H, 374.”
“The true rule is that, where there is a material difference between the cost of repair at the date of the wrongful act and the cost of repair when the repairs can, having regard to all relevant circumstances, first reasonably be undertaken, it is the latter time by reference to which the cost of repair is to be taken in assessing damages.” (per Megaw LJ at 451)
“…in a case where damages are the appropriate remedy, if adoption of the breach date rule in assessing them produces injustice the court has a discretion to take some other date.” (per Lord Slynn at 378)
(1) Questions started to be asked about fire compartmentation in or around 2015 and the issue was discussed from time to time in emails (notably in November 2017 and January 2018) albeit that at this stage there was plainly no full understanding of the extent of the issue and merely a conversation around the potential need to improve the existing arrangements.
(2) After receipt of the 2018 Hughes Report (which, as described in the first version of the Hoare Lea report, “concludes that the current arrangements do not adequately control the risk spread of fire”), Project Co immediately implemented mitigation measures in Plant Room 2 with the approval and input of the Trust from 13 August 2018 (see the August 2018 Action Tracker which plainly responded to the 2018 Hughes Report). Mrs Berridge described this as a mitigation plan and it was her evidence that it incorporated input from Mark Cox, the Trust’s fire officer. Project Co wrote to the Trust on 7 August 2018 enclosing a copy of the 2018 Hughes Report.
(3) Mrs Berridge explained that the Plant Room 2 defects were logged on Engie’s help desk, such that the Trust could monitor their progress. The Trust granted Engie an extension of time for “Response and Rectification” to address these defects.
(4) On 14 August 2018, Mrs Berridge recorded in an email that “Engie’s Account Manager has met with the Trust Fire Officer who has verbally stated that although he does not feel there is a major fire risk, he does see a business continuity risk with reference to losing essential electrical services, and subsequently the building availability, in the event that a fire damages the said services”.
(5) In or about October 2018, Project Co engaged Hoare Lea to investigate and opine on the defects in Plant Room 2. As the first version of the Hoare Lea report confirms, it was instructed “to provide a report that reviews the substation installation in plantroom 2 at Bexley Wing on the St James site, describing the existing installation and the issues that are currently present. The primary objective of the report is to identify what actions [Project Co] could take to reduce the risks associated with the electrical installation in the future”. Lendlease denied liability and insisted that the Rev 19 Fire Strategy was the answer to Project Co’s concerns - which, in fact, it was not.
(6) The investigations have taken some time and the complexity and extent of the remedial works proposed has required significant management as well as cooperation with the Trust to ensure that the remedial work can be implemented in a manner consistent with maintaining the operation of the Oncology Centre.
(7) In an email dated 8 April 2019 from Steve Prior of Infraconsult to the Trust, copied to Mr Lassiter, the Trust was provided with an overview of the likely extent of the remediation work and the timescales. The email focussed on three key areas of work, namely (i) switchgear related matters; (ii) fire separation matters within Plant Room 2; (iii) wiring infrastructure matters. On the subject of fire separation matters, the email warned the Trust that the “large amount of co-located Plant…has the potential for a single incident to significantly disrupt the whole hospital provision”. Although Lendlease relied on this email in the context of submissions on betterment, owing to the fact that it makes reference to “enhancement”, I am satisfied that in the context of the chronology of events it was referring only to enhancement of the existing fire stopping measures.
(8) The Liaison Committee involving representatives from the Trust and from Project Co has met frequently between November 2018 and March 2022 and it is clear from the minutes of those meetings that they have involved discussion of the Defects identified in Plant Room 2, discussion of reports commissioned to investigate the Defects, references to “updates” being provided to the Trust, discussions about the involvement of Engie and agreement from time to time as to the means of progressing the matter. By way of example only, (i) at the meeting on 2 July 2019, it was reported to the Trust that Project Co was now in a position to send Lendlease a letter identifying alleged defects for rectification; (ii) at a meeting on 2 September 2020, attended by Mrs Berridge and two Trust representatives, it was confirmed that a claim had been lodged against Lendlease and that Project Co had instructed Hoare Lea to work in parallel to the claim on a design solution in relation to Plant Room 2 and that “discussions with the Trust were underway on this matter”. The minutes also record that Quadriga had been instructed to identify priority works and that “time had been scheduled for Project Co to review the draft report with the Trust”; (iii) at the meeting on 12 May 2021, attended by Mrs Berridge together with two Trust representatives, a detailed update on the defects was provided - the minutes record that the design solution was near to completion and that “a meeting will be scheduled with the Trust to review”. I am satisfied that there is no question on the available evidence that the Trust has been kept updated by Project Co from 2018 to date.
(9) Whilst the remedial works have been developed, there is evidence of other works having taken priority in Plant Room 2, such as circuit breaker defects that Engie was required to remedy. The Covid pandemic inevitably appears also to have caused some disruption to the conversations that were taking place over the design of the remedial works.
(10) Mrs Berridge said in evidence that “It has been a very long journey and a huge amount of work”, including having “physically walked [the Trust] through the plant room and walked them through the documents to say, ‘This is a defect’ and issuing reports that set out “options to remedy the defects”. I note that the minutes of a meeting of the Project Co Directors dated 16 November 2020 record that Mr Prior reported that “…an open workshop is scheduled for Friday 20 November with Hoare Lea, the Trust, Engie and Project Co to discuss the technical options…”.
(11) In the course of discussions with the Trust, it is clear that various options for remedial works were discussed, and some rejected (as is evidenced by Hoare Lea’s 23 November 2020 ‘In Situ Remedial Strategy’ document).
(12) As Mrs Berridge confirmed, the Trust has agreed to the Stage 1 Works taking place. Project Co has been negotiating a licence to operate with the Trust in order to put the temporary generator on the Trust’s land and Mr Cox has been in regular communication with the Fire Service in respect of the Stage 1 Works. It seems from progress updates that the need for a fuel dump tank had been identified by October 2020 and had been signed off by Mark Cox. By March 2021, there was discussion around progressing an additional generator. Delays appear to have occurred due to the need to replace a transformer (to which I have already referred). However, the fuel dump tank performance specification was ready by May 2021 and the specification for the temporary generator was ready by the end of July 2021. These works were put out to tender and in October 2021, Mrs Berridge was instructed by the Board of Project Co to procure the fuel dump tank in advance of the order for the works due to the long lead time. Project Co has now pre-ordered the fuel dump tank and this was expected to arrive and works commence on 16 July 2022. The minutes of a March 2022 Liaison Meeting record that the temporary generator design is being completed.
(13) As for the Stage 2 Works, the design summary report for the permanent remedial scheme was produced in November 2021. Mrs Berridge’s evidence was that the Trust has agreed to Project Co entering into a pre-construction services agreement with a contractor and that she anticipated that this would be entered into very shortly with a preferred contractor. A working group has been set up with the Trust to address implementation of the Stage 2 Works. Project Co was looking to start in Q2/Q3 of 2022 and there was a high level programme. An employer’s agent has been instructed.
(14) Project Co has gone through an options paper with the Trust, given that the works are being undertaken at a live hospital.
(15) Mrs Berridge confirmed in her evidence that the Trust is happy with the progress that Project Co has made in managing the defects and is “looking to Project Co to remedy the defects, to keep them updated with progress”.
“If a balance had to be struck, surely it would be right, even in a climate of indulgence to contract-breakers or tortfeasors, that the scales should move heavily in favour of the innocent party as against the wrongdoer, in any comparison of respective disadvantages or unfairnesses? It has to be borne in mind that these were defendants who were wrongly maintaining a denial of liability and thereby leaving the plaintiffs faced with all the potentially heavy expenditure of money required for the mere purpose of establishing by litigation what we now know to have been their rights.”
(1) Mr Finn’s reports were detailed and thorough. The substance and detail of those reports was barely challenged in cross examination. In so far as it was challenged, I consider that Mr Finn gave credible and careful explanations. There was certainly no basis for the submission made by Mr Hickey in opening to the effect that Mr Finn’s valuations were partial and inconsistent with his obligations under CPR 35. In any event, this case was not seriously put to Mr Finn in cross examination. In so far as attempts were made to show that Mr Finn had not adequately engaged with Mr Somerset, those attempts foundered in the face of Mr Finn’s clear evidence to the contrary.
(2) By contrast, Mr Somerset had plainly not carried out a similarly rigorous analysis. He frequently described his own figures (both in his report and in his oral evidence) as “arbitrary assessments”; very often he had provided no supporting or corroborative material and had not set out his workings or, in some cases, the assumptions he had made. By way of example, when being questioned about a reasonable sum for cabling, Mr Somerset’s evidence was as follows:
Q. Are you able to identify any other sources
which might corroborate your rates or your
measure?
A. No, apart from we made extensive
references to Spon’s.
Q. What, for the purposes of your £250 a
metre?
A. Yes, I would have had a look through
Spon’s.
Q. But you have not said that again, have
you?
A. No, I have not.
Q. And you have not identified the relevant
page or item reference in Spon’s?
A. No.
Q. So, it was a “take it from me” it’s based
on a Spon’s rate, is it?
A. It’s more or less - it’s a Spon’s rate with
adjustments made for possibly the difficulty
factor as well.
Q. Possibly?
A. Yes, I can’t remember exactly what I did
there but I made an assessment.
Q. Well, isn’t this a classic where you
should have shown your workings out there?
A. Yes.
(3) I accept Mr Selby’s submission that many of Mr Somerset’s figures relied on overly simplistic assessments, or research on the internet (reference to which had often not been made in his report) and that, on occasions, he appeared to have no explanation for the decisions he had made. He had departed from the New Rules of Measurement without any explanation as to why he had done so. Where he had relied on tenders he had taken one in isolation without considering the other relevant evidence. During his evidence he was forced to retract an assertion in his supplemental report that a tendered price and an assessment of that price by Mr Finn were “artificially inflated”, an unwarranted and inappropriate criticism.
(4) The contrast between Mr Finn’s careful approach and Mr Somerset’s approach was illustrated by various exchanges during cross examination which established that Mr Somerset had frequently made personal or arbitrary assessments as to price, rather than taking a tendered figure and applying cross checks to determine that it was reasonable (as Mr Finn had done).
(1) Within the Stage 1 Works, there is a significant disagreement between the quantum experts over the cost of the evacuation of fuel from the generator space, essentially because Mr Finn has obtained a tender from Illingworth & Gregory based on a detailed performance specification, which he has cross checked, whereas Mr Somerset obtained his figures from the internet (including a fuel tank at a much lower cost), albeit that he did not attach any of the relevant research to his report. Mr Somerset confirmed in cross examination that he had not sought to obtain his own quote and that he had ignored the tendered sum from Illingworth & Gregory and had not considered their tender clarification provided on 29 April 2022. Having regard to the tender clarification, Mr Somerset accepted that his overall assessment of fuel dump tank works of circa £72,000 looked “pretty light” subject to a careful review.
(2) Within works package ‘Ventilation Works - Option 1’ (this option being identified because there was little difference between the two options considered by the experts), Item 193 is the biggest single item and relates to works to re-route ductwork in the location of a Motor Control Panel (MCE-B1-006) which receives a single power supply but supplies many individual items of mechanical plant located opposite the switch rooms within Plant Room 2. These works necessitate the relocation of the cable tray. Mr Finn had regard to a schematic attached to the Hoare Lea specification which makes clear that the “tray has to be removed and relocated” (as Mr Finn explained in re-examination), and a circuit chart appended to his report in costing the works at £64,599.54. He included “a detailed Excel working” at Appendix 3.4 identifying his measurement (which Mr Somerset accepted was a “detailed measurement of all the relevant cables”). His rate build up is based upon SPON’s with relevant adjustments, as explained in his report. By contrast, Mr Somerset says in his report: “My assessment is an arbitrary £10,000 on the basis that the works can be carried out from the other side of the wall and does not necessitate the need for disconnecting/connecting cables”. In cross examination it transpired that this understanding was based purely on what Mr Somerset had been told by Lendlease but had not recorded in his report and that he had not been able to check the point on site. Mr Somerset provided no figure to compare with Mr Finn’s assessment in the event that he was wrong as to the location from which the works could be carried out.
(3) Within works package ‘Segregation of primary and secondary LV cabling’, the difference between the experts excluding prelims and add-ons is approximately £155,000. The main area of disagreement concerns the appropriate uplift for labour rate. The labour involves cable removal, cable pulling and the provision of containment. Mr Finn has adopted SPON’s rates for M&E 2021 and applied a 100% uplift on the basis that the SPON’s rates make various inapplicable assumptions, including that the work is new work in a normal working environment. This is consistent with the evidence that the works will involve working around multiple congested services and associated supports in a live hospital environment, as (i) Mr McDonald explained in his Appendix 7, on which he was not cross examined, and (ii) Mr Kavanagh explained in his report. I accept their evidence on this. Mr Finn has also carried out analysis to test his 100% uplift and he has obtained three quotes from specialist contractors which appear to support his figures. Mr Somerset has relied simply upon rates provided by FB Taylor Cable Contractors together with an extra over uplift of 25% which he accepts in his report is “an arbitrary assessment” and acknowledged in cross examination he had “just come up with”. Mr Somerset also deducted the salvage costs - i.e. the scrap value of copper. However, Mr Somerset has not addressed the quotes obtained by Mr Finn in his report and it is clear that the FB Taylor quote (obtained by Lendlease) is merely a budget quotation subject to a site visit. Under cross examination, Mr Somerset accepted that, if using SPON’s rates, an uplift would be appropriate in the Plant Room to take account of the additional difficulty involved by reason of, amongst other things, working at height and the congestion of the services and he also appeared to accept that his deduction for scrap value “would mean that the cable pullers are paying £9,000 to do the work”.
(1) the damages should include the figures identified in the open offer.
(2) Furthermore, I resolve the disagreements on the ‘pre-contract planner’ and the ‘waste allowance’ in Project Co’s favour. As to the former, Mr Somerset originally agreed with Mr Finn as to the cost and does not anywhere explain why he now seeks to go behind that agreement. As to the latter, Mr Somerset accepted in cross examination that Mr Finn had carried out a “fair exercise” by reference to prices from three salvaging companies whereas he had only considered the FB Taylor quotation which was a budget quotation based on one visit.
(3) Although initially in agreement, the experts’ reports evidence a disagreement on the calculation of preliminaries. The central difference is that Mr Finn has based his assessment on an 8 week lead-in period with a 45 week construction duration whereas Mr Somerset (having originally agreed with Mr Finn in the first joint statement) has now based his assessment on an 8 week lead in period with a 38 week construction duration. Mr Finn was not challenged in cross examination about his assessment. Mr Somerset accepted in cross examination that he had revised his estimate without the input of a programmer and that in doing so he had made substantial changes which assumed activities would be carried out concurrently. He accepted that this was not within his expertise. In the circumstances I can see no basis for deviating from the agreement reached between the experts in the joint statement.
“The Contractor shall ensure that none of the following occur and shall indemnify Project Co against all claims, proceedings, loss, damage, costs and expenses (including legal costs) suffered or incurred in relation to any of the following save to the extent caused or contributed to by any breach by Project Co of this Contract or the negligence of Project Co, its employees, agents or sub-contractors agents or subcontractors (excluding the Contractor, the Estates Maintenance Contractor, the MES Provider and its sub-contractors).
5.2. l Any breach, non-observance or non-performance by the Contractor of those of its obligations referred to in clause 5.1.
5.2.2 Any act or omission of the Contractor, a subcontractor of the Contractor, or their respective employees, servants or agents which causes, contributes or otherwise gives rise to any breach by Project Co of any of its obligations pursuant to, or liability under, the Project Documents or otherwise gives rise to any other liability on the part of Project Co to the Trust, the Funders or any Project Participant or pursuant to any Law or Consent[…]”
“34.3 Without prejudice to Project Co’s other rights, the Contractor shall indemnify Project Co in full in respect of any deduction from or reduction in the Service Payments received by Project Co under the Project Agreement to the extent that same arises from:
34.3.1 a defect which is due to the failure of the Contractor to comply with its obligations under this Contract present in the Building Contractor’s Works at any time up to the expiry of the Limitation Period; and/or
34.3.2 the carrying out of works to rectify such a defect in accordance with clause 34.1, or the Contractor attending to Snagging Works pursuant to clause 33.10, or the Contractor carrying out additional work or remedial work as referred to in clause 14 [...].”
The Law
“(1) The power of the court to grant declaratory relief is discretionary.
(2) There must, in general, be a real and present dispute between the parties before the court as to the existence or extent of a legal right between them. However, the claimant does not need to have a present cause of action against the defendant.
(3) Each party must, in general, be affected by the court’s determination of the issues concerning the legal right in question.
(4) The fact that the claimant is not a party to the relevant contract in respect of which a declaration is sought is not fatal to an application for a declaration, provided that it is directly affected by the issue.
(5) The court will be prepared to give declaratory relief in respect of a friendly action or where there is an academic question if all parties so wish, even on private law issues. This may particularly be so if it is a test case, or it may affect a significant number of other cases, and it is in the public interest to decide the issue concerned.
(6) However, the court must be satisfied that all sides of the argument will be fully and properly put. It must therefore ensure that all those affected are either before it or will have their arguments put before the court.
(7) In all cases, assuming that the other tests are satisfied, the court must ask: is this the most effective way of resolving the issues raised? In answering that question it must consider the other options of resolving this issue.”
Discussion
THE PARENT COMPANY GUARANTEE CLAIM
Item No. |
|
Position following Reports [A2928] |
Disputed Item |
|
|
| |
|
|
Finn Assessment |
Somerset Assessment |
Open Offer [J100-103] |
|
Quantum based on the judgment |
Explanation |
|
PERMANENT WORKS |
|
|
|
|
|
|
|
Separation of primary and secondary supply (HV) |
£52,644.72 |
£52,644.72 |
n/a |
|
£52,644.72 |
Agreed |
|
|
|
|
|
|
|
|
|
Fire rated construction |
£55,122.13 |
£53,574.69 |
£54,299.27 |
|
£54,299.27 |
As per Open Offer |
252 |
Fire curtain |
|
|
£3,104.97 |
|
Included above |
|
|
|
|
|
|
|
|
|
|
Remedial works in generator space |
£47,460.92 |
£47,460.92 |
n/a |
|
£47,460.92 |
As per Open Offer |
|
|
|
|
|
|
|
|
|
Ventilation works - Option 1 |
£287,321.10 |
£211,229.44 |
£281,995.92 |
|
£281,995.92 |
As per Open Offer |
|
Deduction for two dampers not required |
(£4,000.00) |
|
|
|
|
These are deducted as per paragraph 371 of the Judgment. As the figure already includes add-ons, they have been removed on 194 below. |
40-43 |
Ancillary Allowances |
|
|
£9,602.37 |
|
Included in above |
|
101, 109, 115, 125, 127 |
Fire-rated insulation |
|
|
£2,509.21 |
|
Included in above |
|
175 |
Testing and commissioning |
|
|
n/a |
|
Included in above |
|
193 |
MCE-B1-006 |
|
|
n/a |
|
Included in above |
|
202-205 |
Terminate and re-commission - Sauter team |
|
|
£17,641.22 |
|
Included in above |
|
|
|
|
|
|
|
|
|
|
Fire Suppression |
£498,656.79 |
£381,005.43 |
£439,831.11 |
|
£439,831.11 |
As per Open Offer |
14-16 |
Design, installation and sub-contractor preliminaries etc. |
|
|
£320,652.60 |
|
Included in above |
|
17 |
Moving bearers |
|
|
£2,592.13 |
|
Included in above |
|
18 |
Drop-down curtain etc. |
|
|
£12,250.00 |
|
Included in above |
|
23-27 |
Connection of existing sprinkler to suppression system |
|
|
£928.38 |
|
Included in above |
|
37-38b |
Gent managed protocol |
|
|
£89,014.95 |
|
Included in above |
|
40-41 |
Trend managed protocol |
|
|
£5,000.00 |
|
Included in above |
|
|
|
|
|
|
|
|
|
|
Segregation of primary and secondary LV cabling |
£531,423.08 |
£341,914.03 |
£497,301.67 |
|
£497,301.67 |
As per Open Offer |
62-171 |
Removal and pull back of cables |
|
|
n/a |
|
Included in above |
|
182-284 |
Install new cable and tray (excluding Unistrut supports, see next item below) |
|
|
n/a |
|
Included in above |
|
187, 188, 193, 198, 211, 218 |
Mild steel Unistrut supports |
|
|
£26,402.35 |
|
Included in above |
|
395 |
Out of hours work in corridor - supervision |
|
|
£55,441.00 |
|
Included in above |
|
396-400 |
Out of hours work in corridor - making good etc. |
|
|
£9,494.30 |
|
Included in above |
|
|
|
|
|
|
|
|
|
|
PRIORITY WORKS |
|
|
|
|
|
|
|
Evacuation of Fuel from Generator Space |
£157,435.12 |
£72,827.52 |
n/a |
|
£157,435.12 |
As per Finn |
|
|
|
|
|
|
|
|
|
Temporary Generator |
£455,412.36 |
£203,416.33 |
£453,505.36 |
|
£453,505.36 |
As per Open Offer |
|
|
|
|
|
|
|
|
|
OTHER WORKS |
|
|
|
|
|
|
|
Removal and renewal of transformers |
£40,358.45 |
£17,201.77 |
£21,502.20 |
|
£21,502.20 |
As per Open Offer |
|
|
|
|
|
|
|
|
|
Removal and renewal of generators |
£64,438.72 |
£8,535.83 |
£13,482.28 |
|
£13,482.28 |
As per Open Offer |
|
|
|
|
|
|
|
|
|
TOTAL BUILDING WORKS ESTIMATE (EXCL PRELIMS) |
|
|
|
|
|
|
|
Temporary Works total |
|
|
|
|
£610,940.48 |
|
|
Main Works Total |
|
|
|
|
£1,408,518.09 |
|
|
|
|
|
|
|
|
|
|
PRELIMINARIES & ON COSTS |
|
|
|
|
|
|
|
Main Contractor’s Preliminaries (Permanent Works) |
£740,859.08 |
£516,192.85 |
£696,136.16 |
|
£696,136.16 |
As per Open offer |
1.1.6 |
Pre-Contract Planner |
|
|
n/a |
|
|
|
1.11.1 |
Waste allowance |
|
|
n/a |
|
|
|
1.1.16 |
Commissioning engineer |
|
|
£18,000.00 |
|
Included in above |
|
1.7.1 |
Plant and Small tools |
|
|
£29,288.52 |
|
Included in above |
|
1.12.2 |
Cluster charges |
|
|
£22,500.00 |
|
Included in above |
|
|
All other differences relate to contract duration |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Main Contractor’s Preliminaries (Priority Works) |
£103,425.63 |
£52,265.68 |
|
|
£103,425.63 |
As per Finn |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TOTAL BUILDING WORKS ESTIMATE WITH PRELIMS |
|
|
|
|
£2,819,020.36 |
|
|
ADD Main Contractor’s OH&P |
12% |
12% |
|
12% |
£338,282.44 |
As per Finn |
|
TOTAL WORKS COST ESTIMATE |
|
|
|
|
£3,157,302.80 |
|
|
Fees |
|
|
|
|
|
|
|
Contract administrator |
2% |
2% |
|
2% |
£63,146.06 |
% on Total Works Cost Estimate as per NRM and Para 374 of the Judgment |
|
Architect (including disbursements) |
3.6% |
3.6% |
|
3.6% |
£113,662.90 |
% on Total Works Cost Estimate as per NRM and Para 374 of the Judgment |
|
Building services engineer |
5% |
5% |
|
5% |
£157,865.14 |
% on Total Works Cost Estimate as per NRM and Para 374 of the Judgment |
|
Structural engineer |
1% |
1% |
|
1% |
£31,573.03 |
% on Total Works Cost Estimate as per NRM and Para 374 of the Judgment |
|
Fire engineer |
1% |
1% |
|
1% |
£31,573.03 |
% on Total Works Cost Estimate as per NRM and Para 374 of the Judgment |
|
CDM co-ordinator |
1% |
1% |
|
1% |
£31,573.03 |
% on Total Works Cost Estimate as per NRM and Para 374 of the Judgment |
|
Trust Project Manager |
£101,250.00 |
£85,500.00 |
|
|
£101,250.00 |
As per Finn |
|
Facilities management Project Manager |
£40,000.00 |
£20,000.00 |
£30,000.00 |
|
£30,000.00 |
As per Open Offer |
|
Trust Public relations and liaison |
£18,000.00 |
£15,200.00 |
|
|
£18,000.00 |
As per Finn |
|
Hygiene control, monitoring and sampling |
£10,000.00 |
£10,000.00 |
|
|
£10,000.00 |
As per Finn |
|
Quality inspection team |
£13,500.00 |
£11,400.00 |
|
|
£13,500.00 |
As per Finn |
|
|
|
|
|
|
|
|
|
Main contractor’s design fees |
4% |
4% |
|
4% |
£80,778.34 |
On Building Works Estimate |
|
Main contractor’s OH&P on design fees |
3% |
3% |
|
3% |
£2,423.35 |
On Main Contractor’s design fees |
|
|
|
|
|
|
|
|
|
Allowance for land for locating temporary site establishment |
£30,000.00 |
£30,000.00 |
|
|
£30,000.00 |
Agreed |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TOTAL: BASE COST ESTIMATE |
|
|
|
|
£3,872,647.68 |
|
|
|
|
|
|
|
|
|
|
Risk |
|
|
|
|
|
|
|
Design Development Risk |
4% |
4% |
|
4% |
£154,905.91 |
On Base Cost Estimate as per para 374 of the Judgment |
|
Construction Risks (identified) |
10% |
10% |
|
10% |
£387,264.77 |
On Base Cost Estimate as per para 374 of the Judgment |
|
Employer other risks |
2% |
0% |
|
2% |
£77,452.95 |
On Base Cost Estimate as per para 374 of the Judgment and para 376 of the Judgment |
|
|
|
|
|
|
|
|
|
Inflation to Q1 2022 |
£37,722.02 |
£30,491.08 |
|
|
£37,722.02 |
Amended |
|
Inflation beyond Q1 2022 |
|
Not instructed |
Updated to £273,398.55: see paragraph 367 and Appx 5 of Claimant’s Opening |
|
£273,398.55 |
Amended |
|
|
|
|
|
|
|
|
|
Investigation and design costs |
£323,385.26 |
£235,251.61 |
£249,142.51 |
|
£249,142.51 |
Open offer |
|
|
|
|
|
|
|
|
|
Less Dampers |
|
|
|
|
-£4,000.00 |
As above |
|
|
|
|
|
|
|
|
|
TOTAL, including inflation |
|
|
|
|
£5,048,534.39 |
|
Inflation estimate
Tender inflation estimate |
Cost limit, excluding inflation |
0.00 |
BCIS All-in TPI #101 | ||||||||
The estimate base date is March 2022 (1Q 2022) |
|
Base date: 1985 mean = 100/Updated: 11-Mar-2022 #101 | ||||||||
Assumed tender return date of the end of August 2022 (3Q 2022) |
|
| ||||||||
Tender Price indices (using BCIS All-in TPI):
|
|
Date |
Index |
Equivalent sample |
On year |
Percentage change on Quarter |
On month | |||
1Q 2022 |
|
349 |
|
|
2Q 2020 |
335 |
Provisional |
0.0% |
0.0% |
|
3Q 2022 |
|
358 |
|
|
3Q 2020 |
330 |
Provisional |
-1.5% |
-1.5% |
|
Percentage applicable for tender inflation is:
|
|
4Q 2020 |
328 |
Provisional |
-1.5% |
-0.6% |
| |||
= (358 - 349) |
X 100 = |
|
2.58% |
- |
1Q 2021 |
328 |
Provisional |
-2.1% |
0.0% |
|
349 |
|
|
|
|
2Q 2021 |
331 |
Provisional |
-1.2% |
0.9% |
|
|
|
3Q 2021 |
339 |
Provisional |
2.7% |
2.4% |
| |||
Construction inflation estimate |
4Q 2021 |
344 |
Provisional |
4.9% |
1.5% |
| ||||
|
|
1Q 2022 |
349 |
Provisional |
6.4% |
1.5% |
| |||
Cost limit, excluding inflation |
0.00 |
2Q 2022 |
355 |
Forecast |
7.3% |
1.7% |
| |||
Estimated cost of tender inflation |
- |
3Q 2022 |
358 |
Forecast |
5.6% |
0.8% |
| |||
Assumed tender return date: end of August 2022 (3Q 2022) |
|
4Q 2022 |
359 |
Forecast |
4.4% |
0.3% |
| |||
Assumed construction phase commencement: October 2022 |
|
1Q 2023 |
365 |
Forecast |
4.6% |
1.7% |
| |||
Assumed construction phase completion: October 2023 |
|
2Q 2023 |
370 |
Forecast |
4.2% |
1.4% |
| |||
Assumed construction period: 53 weeks |
|
3Q 2023 |
370 |
Forecast |
3.4% |
0.0% |
| |||
Mid-point construction phase occurs at end of circa. week 27 (rounded) |
|
4Q 2023 |
373 |
Forecast |
3.9% |
0.8% |
| |||
|
|
1Q 2024 |
380 |
Forecast |
4.1% |
1.9% |
| |||
Assumed programme from tender return date: |
|
2Q 2024 |
385 |
Forecast |
4.1% |
1.3% |
| |||
|
|
3Q 2024 |
385 |
Forecast |
4.1% |
0.0% |
| |||
Tender evaluation, reporting, post-tender negotiations, contract award |
4 weeks |
|
4Q 2024 |
388 |
Forecast |
4.0% |
0.8% |
| ||
Notification period before mobilisation |
2 weeks |
|
1Q 2025 |
395 |
Forecast |
3.9% |
1.8% |
| ||
Mid-point construction phase occurs after |
27 weeks |
|
2Q 2025 |
400 |
Forecast |
3.9% |
1.3% |
| ||
|
33 weeks |
|
3Q 2025 |
400 |
Forecast |
3.9% |
0.0% |
| ||
Tender price indices (using BCIS All-in TPI):
|
|
|
4Q 2025 |
403 |
Forecast |
3.9% |
0.8% |
| ||
3Q 2022 |
358 |
|
|
1Q 2026 |
410 |
Forecast |
3.8% |
1.7% |
| |
2Q 2023 |
370 |
|
|
2Q 2026 |
415 |
Forecast |
3.8% |
1.2% |
| |
|
|
3Q 2026 |
415 |
Forecast |
3.8% |
0.0% |
| |||
Percentage applicable for tender inflation is: |
|
|
4Q 2026 |
418 |
Forecast |
3.7% |
0.7% |
| ||
= (370-358) |
X 100 = |
|
3.35% |
|
|
|
|
|
|
|
358 |
|
|
|
- |
|
|
|
|
|
|