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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 >> Amey Birmingham Highways Ltd v Birmingham City Council [2016] EWHC 2191 (TCC) (31 August 2016) URL: http://www.bailii.org/ew/cases/EWHC/TCC/2016/2191.html Cite as: [2016] EWHC 2191 (TCC) |
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QUEEN'S BENCH DIVISION
TECHNOLOGY AND CONSTRUCTION COURT
Strand, London, WC2A 2LL |
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B e f o r e :
(Sitting as a Deputy Judge of the High Court)
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AMEY BIRMINGHAM HIGHWAYS LIMITED |
Claimant |
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- and - |
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BIRMINGHAM CITY COUNCIL |
Defendant |
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Miss A. Day QC and Mr G. McDonald (instructed by by DLA Piper UK LLP) for the Defendant
Hearing dates: 23-25 February 2016
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Crown Copyright ©
HHJ Raeside QC:
1. Introduction
2. Pleadings and Procedure
"This dispute arises out of a Project Agreement dated 6 May 2010 (hereinafter the "Project Agreement") entered into between Birmingham City Council (the Respondent and hereinafter the "Authority") and Amey Birmingham Highways Limited (the Claimant and hereinafter "ABHL") in relation to the highway network in the Birmingham area. The Project Agreement was entered into pursuant to the Government's PFI initiative.
By the terms of the Project Agreement, the Authority engaged ABHL to act as the Service Provider for the rehabilitation, maintenance, management and operation of the Project Network for a term of 25 years. By way of a Sub-Contract, ABHL contracted with Amey LG Limited (hereinafter "ALG") to act as the Services Sub-Contractor. In broad terms, the obligations of ALG under the Sub-Contract are 'back-to-back' with the obligations of ABHL under the Project Agreement in that the operative clauses are effectively the same.
A dispute arose between the parties as regards the proper meaning of the Project Agreement and by way of a Notice of Intention to Refer a Dispute to Adjudication dated 7 May 2015 (the "Notice"), the Authority commenced an adjudication pursuant to clause 70.1.3 of the Project Agreement in relation to the extent of the Service Provider's obligations and sought a number of declarations in relation thereto.
On 9 July 2015 the Adjudicator issued his decision in relation to the dispute referred. The Adjudicator made a number of declarations (which did not encompass every declaration sought by the Authority and which were granted in terms different to those sought by the Authority in its Notice) as regards:
1. The scope of ABHL's obligation to carry out 'Core Investment Works' and meet the requirements of 'Performance Standard 1' as set out in the Project Agreement.
2. ABHL's obligations as regards the updating of the 'Project Network Model' and the 'Project Network Inventory'.
3. The effect of Milestone Certificates issued pursuant to the Project Agreement and specifically that the certificates in relation to Milestones 6 to 9 could be opened up, reviewed and revised.
The Adjudicator further ordered that ABHL was to re-calculate the Network Condition Indices relevant to each of Milestones 6 to 9 inclusive by reference to the actual Project Network Inventory.
ABHL considers the decision reached by the Adjudicator to be wrong and wishes to challenge that decision and to have this dispute finally determined as it is entitled to do pursuant to clause 70.3 of the Project Agreement. In this claim ABHL seeks declarations as to the proper operation of the Project Agreement as regards, inter alia:
1. The scope of ABHL's obligation to carry out 'Core Investment Works' and whether this obligation extended to assets contained in the 'Project Network Model' or to all assets within the 'Project Network'.
2. Whether ABHL were under an obligation to update the 'Project Network Model' in line with the 'Project Network Inventory' .
3. The effect of Milestone Certificates previously issued pursuant to the Project Agreement and whether these can properly be opened up, reviewed and revised pursuant to the relevant terms of the Project Agreement.
The declarations sought by ABHL raise questions of law as regards the proper construction of the Project Agreement and the proper interpretation of the relevant clauses thereof. ABHL further claims by way of implied contract and/or restitution, for all costs and/or losses incurred by ABHL in seeking to comply with the Adjudicator's decision in the event that the proper operation and/or construction of the Project Agreement is held to be inconsistent with the declarations made by the Adjudicator.
Pursuant to clause 103.3.7 of the Sub-Contract referred to above, ABHL is entitled to elect that its subcontractor, ALG, challenge and defend a claim made against ABHL. ABHL made such an election in respect of the dispute which is the subject of this claim form. Accordingly, this claim form is issued on ABHL's behalf by ALG pursuant to clause 103.3.8 of that Sub-Contract and it is ALG who pursues the claim in the name of ABHL (and it is ALG's legal representatives who are identified as the claimant's legal representatives below)."
That document contained a Statement of Truth from Asif Ghafoor, a Director of ABHL.
"1. There can be no doubt at all that the conduct of this action has been bedevilled by the fact that the claimant issued proceedings under Part 7 instead of Part 8. A strong technical argument can be advanced to say that this is a claim which could have been issued under Part 8 and that life may have been much simpler if it had been. Paragraph 3.3.2 of the TCC guide says:
'A Part 8 claim form will normally be used where there is no substantial dispute of fact, such as the situation where the dispute turns on the construction of a contract or the interpretation of a statute.'
This case is essentially about the interpretation of a contract, and although we wait with bated breath to see whether there is a substantial dispute of fact, many of the facts are not in dispute and those matters which may be said to be in dispute may or may not prove to be relevant or admissible in any event.
2. Having now seen the claimant's Particulars of Claim, it seems plain, as I think Miss Day accepted, that if that document had been served in the context of proceedings which had been issued as Part 8 proceedings there could be no complaint. That points to what I think has gone wrong in this case so far. It is that the distinction between Part 7 proceedings and Part 8 proceedings has had a wholly disproportionate effect on the defendant's thinking and approach. The reason why I describe the effect as being disproportionate is that it has failed to take into account the extensive powers of case management which are open to the court whether a claim is brought under Part 7 or Part 8."
Issue 1
"8. Pursuant to the Project Agreement, the Claimant undertook to provide the Services from the Service Commencement Date for the remainder of Contract Term, which runs to the 25th anniversary of the Planned Service Commencement Date (7 June 2010). The Services were defined as:
"the works and services which are necessary for the Service Provider to undertake (or to procure the undertaking of) in order to comply with the provisions of schedule 2 (Output Specification) and the other provisions of this Contract".
9. Schedule 2 of the Project Agreement is divided into 11 parts. Parts 1 to 10 set out 11 Performance Standards: Part 1 contains Performance Standard ('PS') 1A and PS 1B. Parts 2 to 10 contain PS 2 to PS 10 respectively.
10. Part C of the Project Agreement (clauses 9 and 10) relates to the Core Investment Period. Clause 9 sets out 10 Milestones; and clause 9.1 sets out the Planned Milestone Completion Dates [which are then set out]
The period of time between the Service Commencement Date and the date on which a Certificate of Completion for Milestone 10 is issued (or the Claimant is deemed to have achieved Milestone Completion in relation to Milestone 10) is described as the Core Investment Period or CIP.
11. PS 1A (in Part 1A of Schedule 2) relates to the works to be carried out by the Claimant during the CIP (also defined as the Core Investment Works (or "CIW")). PS 1B (in Part 1B of Schedule 2) relates to the works to be carried out by the Claimant after the CIP. PS 2 to PS 10 (in Parts 2 to 10 of Schedule 2) relate to works to be carried out by the Claimant both during and after the CIP, throughout the whole of the Contract Term. The contractual definition of the Core Investment Works is as follows:
"those works and/or services to be carried out (or procured to be carried out) by the Service Provider in order to meet the requirements of part 1A of schedule 2 (Output Specification) during the Core Investment Period".
12. Pursuant to clause 45 and the Payment Mechanism in Schedule 4, the Claimant is to receive Monthly Payments from the Defendant. Central to the quantification of these is the Monthly Unitary Charge (or MUC) which is to be calculated in accordance with paragraph 1.4 of Schedule 4. Central in turn to the quantification of the MUC is the Monthly Adjustment Factor (or MAF). Pursuant to paragraph 1.6 of Schedule 4, the MAF is calculated by reference to the Milestone step-up set out in Table 1 in Schedule 4. Pursuant to clause 9.2 and Schedule 4, where the Independent Certifier has issued a Certificate of Completion in respect of a Milestone pursuant to the provisions of clause 12 that Milestone shall, from the relevant Milestone Completion Date, be taken into account for the purposes of calculating the Milestone step-up (and hence the MUC). There are similar provisions relating to Certificates of Partial Completion. In simple terms, the Milestone step-up (and hence the MAF and in turn the MUC) increases as more Milestones are certified as complete by the Independent Certifier.
13. Pursuant to clause 13.2.2, the Independent Certifier is to assess whether Milestone Completion or Partial Milestone Completion has been achieved by the Claimant. Milestone Completion is defined as, in respect of each Milestone, 'the completion (or deemed completion) pursuant to clause 9.4.4 and 9.4.7 (as applicable) by the Service Provider of the Services necessary to meet both the relevant Milestone Completion Criteria, the relevant Targets for Milestone Completion in all Districts and the requirements of part 2 of schedule 2 (Output Specification). The Milestone Completion Criteria are set out in Schedule 15 and refer back to the Milestone District Target Tables in PS1A; and the Targets for Milestone Completion are likewise set out in PS 1A. Thus, Milestone Completion (to be certified by the Independent Certifier) is defined in large part by reference to the requirements of PS 1A.
14. Also pursuant to clause 13.2.2, the Independent Certifier, having assessed whether Milestone Completion or Partial Milestone Completion has been achieved, must, within 10 Business Days of the date of assessment referred to in clause 13.2.1, issue to the Claimant a Certificate of Completion, a Certificate of Partial Completion or a Certificate of Non-Completion. In the latter two instances, the certificate is to specify the outstanding matters that must be attended to before a Certificate of Completion (or, in the case of a Certificate of Non-Completion, a Certificate of Partial Completion) can be issued.
15. Clause 13.4.1.1 provides that the Milestone Completion Date shall be the date upon which the Certificate of Completion is issued for that Milestone, provided that if a Certificate of Completion is issued before the relevant Planned Milestone Completion Date, the Milestone Completion Date shall be the same as the Planned Milestone Completion Date.
17. The Milestone District Targets are set out in detail in paragraphs 1.4 to 1.13 of Part 1A of Schedule 2 (for Milestones 1 to 10, respectively). For the purpose of these proceedings, the most important elements of those targets are the targets in relation to the condition indices. The following condition indices are of particular relevance:
(1) the Network Condition Index or NCI which means the index representing the condition of RSLs (which term is explained below) in the Project Area;
(2) the Footway Condition Index or FWCI which means the index representing the condition of Footways in the Project Area;
(3) the Verge Condition Index or VGCI which means the index representing the condition of Verges in the Project Area;
(4) the Kerb Condition Index or KBCI which means the index representing the condition of Kerbs in the Project Area;
(5) the Cycle Track Condition Index or CTCI which means the index representing the condition of Cycle Tracks in the Project Area.
Detailed rules are set out in Schedule 2 (and in particular Part 11 of Schedule 2) as to how these indices are to be calculated.
18. By way of summary only:
(1) There are 4 separate NCI calculations for Carriageways: for NCImain (which relates to the Strategic Route and Main Distributor Network); NCIsec (which relates to the Secondary Distributor Network); NCIlink (which relates to the Link Road Network); and NCIlocal (which relates to the Local Access Road Network). NCImain is calculated by reference to three other indices: the Pavement Condition Index or PCI; the Skid Resistance Index or SRI; and the Surface Condition Index or SCI. ... Each of those indices is to be calculated in respect of, and by reference to a Road Section Length or RSL. This is defined as follows:
"the individual section lengths of a Project Road between consecutive nodes in the Project Network Model".
(2) There are 2 separate FWCI calculations ... which relates to the Prestige, Primary and Secondary Footway Network ... and [ ] the Link and Local Access Footway Network. Each of those indices is to be calculated in respect of, and by reference to, a Footway Section Length or FSL [ ] This is defined as:
"a length of Footway associated with a Road Section Length for an individual cross sectional position identified in the Project Network Model".
(3) VGCI ... is calculated in respect of, and by reference to, a Verge XSP Length. This is the same as a Verge Section Length or VGSL. This is defined as follows:
"a length of Verge for an individual cross sectional position identified in the Project Network Model".
(4) CTCI ... is calculated in respect of, and by reference to, a Cycle Track XSP Length. This is the same as a Cycle Track Section Length or CTSL. This is defined as follows:
"a length of Cycle Track for an individual cross sectional position identified in the Project Network Model".
(5) KBCI ... is calculated in respect of, and by reference to, a Kerb XSP Length. This is the same as a Kerb Section Length or KSL (or KBSL). This is defined as:
"a length of Kerb associated with a Road Section Length for an individual cross sectional position identified in the Project Network Model".
For the avoidance of doubt, XSP means cross-sectional position. This is a standard industry term which is used to describe inventory items (such as carriageways, footways, verges, kerbs, etc.) relative to the centreline of a carriageway.
19. Each of the definitions quoted in paragraph 18 above refers to the Project Network Model (or "the PNM"). This is defined as follows:
"the database document 0626 which provides information in respect of the Project Roads including RSLs, numbering, length, hierarchy, allocation and preferred direction of survey and inspection and digitised geographical centreline representation".
20. The Project Network Model is a database consisting of 6 data tables, namely:
(1) MSEC: this includes data on RSLs (including, amongst many other matters, their length and their description);
(2) MINV: this includes further data on RSLs and data on FSLs, VGSLs, CTSLs and KSLs (including, amongst many other matters (and where appropriate), their length, their width, their surface type and their XSP);
(3) MSURV: this includes records of surveys carried out on the road network;
(4) MSECSURV: this includes records of survey dates and sections included in the surveys;
(5) MCON: this includes records of condition data from Detailed Visual Inspections or DVIs and Deflectograph Surveys;
(6) MSCRIM: this includes records of condition data in respect of skid resistance.
21. Under Method Statements 2 and 13 (which are at Schedule 3 to the Project Agreement), the Claimant was, from the date of the Project Agreement, to use the Pavement Management Model (or "the PMM") to calculate the condition indices. Paragraph 2.62 of Method Statement 2 provides that the PMM shall be the Claimant's main tool for calculating all condition indices in accordance with the Output Specification; and that it shall use the PMM to determine the annual investments required to upgrade and maintain "those Project Roads held in the Project Network Model".
Paragraph 2.374 of Method Statement 13 provides that the PMM shall use the Project Network Model (containing the Road, Footway, Verge, Cycle Track and Kerb Section Lengths) as its base, against which all condition data shall be referenced."
"26. Paragraph 8 is admitted. The Claimant undertook to provide Services to the entire Project Network and deliver a 'fence-to-fence' approach [the Defendant then repeats paragraphs 11 to 18 which is their positive case on the construction of the Project Agreement].
27. Paragraphs 9, 10 and 11 are admitted.
28. Save that the reference to 'clause 12', should be to 'clause 13' and that no admissions are made as to how 'central' various matters are to quantification, paragraph 12 is admitted.
29. Paragraphs 13, 14 and 15 are admitted, save that it is denied that the Project Agreement provides that the Independent Certifier 'must' issue the Certificates as alleged in paragraph 14. Further:
29.1. Pursuant to Clause 13.2.1, the Claimant has to notify the Independent Certifier and the Defendant 5 Business Days before the date upon which the Claimant requires the Independent Certifier to perform its assessment; and
29.2. Milestone Completion Criteria is defined by reference to each Project Network Part, which is the actual inventory.
30. For the avoidance of doubt, the Independent Certifier does not have authority to determine and/or affect the proper interpretation of the Project Agreement. Clause 5 of the Independent Certifier's Deed of Appointment provides:
'5. LIMITATIONS ON AUTHORITY
The Independent Certifier shall not:
5.1 make or purport to make any alteration or addition to or omission from the Output Specification (including, without limitation, the setting of performance standards) or issue any instruction or direction to any contractor or professional consultant employed or engaged in connection with the Project; or
5.2 unless both the Authority and Service Provider consent in writing [sic] or agree to any waiver or release of any obligation of the Authority or the Service Provider under the Project Agreement or of any contractor or professional consultant employed or engaged in connection with the Project;
for the avoidance of doubt, the Independent Certifier shall not express an opinion on and shall not interfere with or give any advice, opinion or make any representation in relation to any matters which are beyond its role and responsibilities under this Deed.
31. Paragraph 16 is admitted. The Adjudicator considered and correctly interpreted Clause 13.5 in paragraphs 163 to 170 of his Decision.
32. Paragraph 17 is admitted, save that it is denied that any elements of the Milestone District Targets are more important than the others and/or are of particular relevance. It is noted that the Claimant accepts that the condition indices are defined by reference to the Project Area, RSLs, Footways, Verges, Kerbs and Cycle Tracks. Those terms are all defined by reference to the actual inventory (the Project Road), and are not limited to a static DRD0626.
33. Paragraph 18 is admitted. The defined terms identified all refer back to the actual inventory. By way of example only:
33.1. Road Section Lengths, or RSLs, are merely a convenient way of breaking the network down into measurable sections (also referred to as maintenance lengths);
33.2. RSLs are defined as (emphasis added):
"the individual section lengths of a Project Road between consecutive nodes in the Project Network Model."
33.3. RSLs are therefore defined by the Project Road, namely the actual inventory. Insofar as it is relevant, as the Project Network Model is updated to reflect the actual inventory, the reference to the Project Network Model is consistent with (and supports) the Defendant's construction of the Project Agreement; and
33.4. The information provided on Road Section Lengths in the static DRD0626 does not, and is nowhere stated to, limit the Claimant's obligations.
34. Paragraph 19 is admitted. The Project Network Model models, provides information on, and is defined by reference to Project Roads, the actual inventory.
35. Paragraph 20 is admitted, save that MSCRIM only contains functional thresholds for skid surveys as opposed to records of condition data. The Claimant is obliged to update all the 6 data tables in the Project Network Model. Paragraph 18 above is repeated. In fact:
35.1. The Claimant collects condition and inventory data which would enable it to update all the data tables, including the MINV;
35.2. The Claimant accepts it is required to update all the data tables in the Project Network Model save for the MINV; however
35.3. The Project Agreement does not differentiate between which data tables should be updated and the Claimant has provided no reasonable justification for distinguishing MINV. As the Claimant collects the relevant data for MINV, there is no legitimate reason why the Claimant does not update MINV; and
35.4. Instead, the Claimant stated in the Adjudication that it updates another database, the Project Network Inventory. The Claimant therefore appears to hold two databases recording the same data, one live and one static.
36. Paragraph 21 is admitted, save to the extent that it differs from the precise wording of Method Statements 2 and 13. Further:
36.1. Method Statement 2 also confirms that the Pavement Management Model should be updated with any inventory data from surveys. By way of example only:
36.1.1. Paragraph 2.64 provides that the Asset Manager shall "provide the updated Detailed Visual Inspection (DVI) data and inventory updates necessary to run the PMM"; and:
36.1.2. Paragraph 2.67 provides that the Claimant "shall direct that its Pavement Life cycle Manager shall ensure that the PMM is continually updated throughout the Contract Term"; and
36.2. Method Statement 13 also confirms that the Project Network Model and Pavement Management Model are to be updated throughout the Project. By way of example only:
36.2.1. The Service Delivery Statement at paragraph 2.2 provides that the Claimant "shall use the information arising out of all surveys, inspections, tests and assessments to draw up and update the Service Provider Programmes to bring the Project Network up to the required standards defined in schedule 2 (Output Specification) and to continue to maintain the Project Network at the required level during the Contract Term to ensure safe passage for users of the Project Network";
36.2.2. Paragraph 2.46: "The Service Provider shall ensure that all of the survey data referred to in paragraph 2.46 above is stored and referenced to the Project Network Model held as the Confirm UKPMS module forming part of the MIS. The Service Provider shall extract the required data from the UKPMS module to populate the PMM which shall be updated with data on a regular basis...";
36.2.3. Paragraph 2.118 provides: "The Asset Manager shall run the PMM regularly during the CIP with the most current survey data to demonstrate the Service Provider's compliance with the Milestone District Targets in Part 1A ... of schedule 2 and post CIP continued compliance with Part 1B of schedule 2 from DVI surveys shall also be used to monitor performance in respect of Part 2 ... of schedule 2".
36.2.4. Paragraph 2.376 provides: "The Service Provider shall ensure that all survey data is [sic] collected in accordance with Clause 6 (Surveys and Inspections) of the Contract in order to enable the calculation of condition indices".
36.2.5. Paragraph 2.377 provides: "The Service Provider shall ensure that all [sic] surveys are loaded to the PMM as soon as practicable after results have been collected "; and
36.2.6. Paragraph 2.388 provides: "In accordance with Part 11 of schedule 2 the Service Provider shall only use complete and current survey datasets to calculate the condition indices with the following exceptions ..."
"15.3. In addition, the Claimant's interpretation would lead to, and has led to, many practical difficulties. By way of example only:
15.3.1. If a Footway is 1.9 m wide (so wider than the default 1.8m in the static DRD0626), the Claimant, on the basis of its own interpretation, would only be obliged to perform improvement works to 1.8m of the Footway as recorded in DRD0626. The precise 1.8m (out of 1.9m) which is to be rehabilitated is unspecified, and, according to the Claimant's interpretation, the remaining 10 cm strip would be left unrehabilitated. This would obviously be absurd;
15.3.2. If a Footway does not exist, but is contained in the static DRD0626, then the Claimant has sought to obtain credit for the Footway in the Milestone Completion Criteria without performing any works. The Claimant is therefore choosing whether to apply the actual inventory or the default inventory depending on which benefits it most;
15.3.3. The condition data obtained by the Claimant and inputted into the Project Network Model does not marry up with the inventory data. The Pavement Management Model will then calculate skewed results based on inaccurate and incomplete data readings. For example, as there are no Verges in the default inventory, then the condition of a grass Verge in the actual inventory (which are assumed to be in perfect condition) will generally be inputted against the default details for a Footway. The true state of the Footway, even if dire, will not be used in the condition indices as there is nothing for it to match up against in the MINV database; and
15.3.4. These issues arise, and arise to a much greater extent, across the entire Project Network. On the basis of the Claimant's suggested interpretation, large sections of the Project Network are left entirely unrehabilitated.
15.4. The Claimant's interpretation does not make commercial (or any other) common sense. As the Claimant should reasonably have known, the Defendant would and indeed could not have entered into an agreement on the terms proposed by the Claimant. Again, that is an end to the Claimant's claim."
"23. In the premises of the Particulars of Claim and of the foregoing and/or in any event, the second sentence of paragraph 26 is denied.
24. As to paragraph 28, it is admitted that clause 13 was the intended reference.
25. As to paragraph 29:
(1) Paragraph 29.1 is admitted.
(2) As to paragraph 29.2, Schedule 15 sets out Milestone Completion Criteria - insofar as they pertain to Project Roads after Contract Year 1 - for NCI, FWCI, VGCI, KBCI, CTCI and SRI. Those are not Project Network Parts. The Milestone Completion Criteria relevant to the present proceedings are therefore defined by reference to the various condition indices which in turn are to be calculated by reference to the data in the PNM.
26. As to paragraph 30:
(1) It is admitted that the Independent Certifier's Deed of Appointment contains clause 5 as quoted therein (subject to the replacement of "[sic]" with "consent").
(2) It is no part of the Claimant's case that the Independent Certifier was obliged to, or did, determine or affect the proper interpretation of the Project Agreement. Its role and obligations are pleaded (in summary form) in paragraphs 13 and 14 of the Particulars of Claim. Alternatively if (which is denied) as part of its role and obligations laid down in the Project Agreement the Independent Certifier was obliged to determine or affect the proper interpretation of the Project Agreement, then it had authority so to do.
27. In the premises of the Particulars of Claim and of paragraphs 56 to 64 below and/or in any event, the second sentence of paragraph 31 is denied.
28. As to paragraph 32, save that it is admitted that some of the condition indices are calculated by reference to RSLs, the second and third sentences are denied. The Defendant has again misunderstood the Project Agreement (and paragraph 17 of the Particulars of Claim): the condition indices are not defined by reference to the Project Area, Footways, Verges, Kerbs and Cycle Tracks, but are indices which represent the condition of RSLs, Footways, Verges, Kerbs and Cycle Tracks (as more fully pleaded in paragraph 17 of the Particulars of Claim).
29. As to paragraph 33, the Claimant repeats paragraph 2(2) above. In the premises and/or in any event:
(1) The second sentence is denied.
(2) Paragraph 33.1 is denied.
(3) The quoted definition in paragraph 33.2 is admitted (save for the added emphasis).
(4) The first sentence of paragraph 33.3 is denied. RSLs are defined as "the individual section lengths of a Project Road between consecutive Nodes in the Project Network Model".
(5) As to the second sentence of paragraph 33.3, the Claimant repeats paragraph 2(5) and 9(5) above.
(6) As to paragraph 33.4, the Claimant repeats paragraph 9(4) above.
30. As to paragraph 34, the Claimant repeats paragraphs 2(2) and 9(5) above.
31. As to paragraph 35:
(1) The Claimant repeats paragraphs 9(5) and 16 above.
(2) The Claimant does not believe that MSCRIM contains only the functional thresholds as pleaded (but this is of no importance to the parties' dispute).
(3) The Claimant collected and continues to collect condition and inventory data that could - subject to such update being in accordance with the provisions set out at paragraph 9(5) above - be used to update the tables in the PNM.
(4) It is admitted that the Claimant recorded and continues to record survey data in the Project Network Inventory (and that it confirmed that in the adjudication). That accords with the provisions set out at paragraphs 9(5) and 16 above. The Defendant was well aware before the adjudication that the Claimant was recording survey data in the Project Network Inventory as shown by the extract from its letter of 24 November 2014 to the Independent Certifier provided at paragraph 41 where the Defendant informed the Independent Certifier that its view was that the Network Condition Indices should be calculated using the Project Network Inventory.
(5) Save as aforesaid, paragraph 35 is denied.
32. As to paragraph 36:
(1) The quoted extracts from Method Statements 2 and 13 are (subject to the correction of minor typographical errors) admitted.
(2) It is denied (if the same be alleged) that these extracts impose any obligation on the Claimant to update the PNM in the manner alleged by the Defendant. Rather the extracts are consistent with and support the Claimant's case as pleaded in the Particulars of Claim and herein as to its obligations (including its obligations in relation to the updating of the PNM)."
"2(2) The Defendant's case is reliant on the concept or concepts variously described as "the entirety of the Project Network", "the entire Project Network", "the Project Network as a whole", "an actual inventory, reflecting the true nature and extent of the Birmingham road network" and - most frequently - "the actual inventory" when none of those statements reflects any contractual definition. The contractual definition of the Project Network is set out at paragraph 34 of the Particulars of Claim which the Defendant admits at paragraph 51. It is that definition that circumscribes the Project Network and there is no meaningful qualification (such as 'entire' or 'actual') that can extend that definition or the extent of the Project Network beyond its proper contractual meaning.
2(4) The Defendant has misunderstood and/or mischaracterised the Claimant's case as a case which ignores entirely the definitions and use of the terms Project Network, Project Network Parts and Project Roads. The Claimant does not ignore those definitions: it expressly pleads the definitions of Project Network and Project Roads. The Claimant's case is not that its obligations only arise in respect of some subset of the Project Network, rather that the agreed contractual measures for achievement of various performance standards in the Output Specification are clearly to be calculated by reference to the PNM.
2(5) The relationship between the Defendant's case on the proper construction of the Claimant's obligations and the Defendant's case that the Claimant was obliged (in some undefined way) to update the PNM is unclear. However, it would appear (in particular from the Defendant's repeated comparisons between a static and an updated PNM) that its case has shifted to a case based principally on the Claimant's obligation to update the PNM rather than a case based on construing the provisions relating to the calculation of the condition indices. For the reasons given below, the Defendant's case on the updating obligations is wrong.
9(5) ...
(a) As defined in the Project Agreement the Project Network Model provides information in respect of the Project Roads. It is not defined as providing and as a matter of fact it does not provide information about any other Project Network Part nor is it defined as modelling the Project Network.
(b) Save to the extent that amendments to the lengths of existing carriageway inventory recorded in the PNM are to be made in accordance with paragraphs 3.2.4, 3.2.5, 4.2.4, 4.2.5, 5.2.4 and 5.2.5 of Part 11 of Schedule 2 (as pleaded in paragraph 39 of the Particulars of Claim), the second sentence is denied. Paragraph 2.2.4.1 of Part 8 of Schedule 2 provides that the results of all surveys required to be carried out pursuant to clause 6 are to be recorded by the Claimant in the appropriate part(s) of the Management Information System ('MIS'). A similar provision is found at paragraph 1.3.1 of Part 11 of Schedule 2. In accordance with clause 19.1, paragraph 2.2 of PS 8 and table 1 at paragraph 2.28 of Method Statement 2, the PNM is not part of the MIS.
(c) The Claimant's obligation to update the PNM is set out in clause 19.2.1 by reference to PS8. Paragraph 2.3 of PS 8 sets out the Claimant's obligations in respect of updating the PNM, as pleaded in paragraph 45 of the Particulars of Claim. Clause 55.1.9 relates to that obligation, and the Claimant will rely upon the whole of clause 55.1, which specifies the liability in respect of which the Claimant indemnifies the Defendant.
(d) In the premises and/or in any event, it is denied that the Claimant has a free-standing general obligation to update the information in the PNM other than in accordance with PS 8."
"13(4). As to paragraph 15.3, the Claimant repeats paragraph 7(1) above. The Project Agreement should not be construed by reference to alleged practical difficulties (which are denied, as pleaded further below) which emerged following contract formation. Further or alternatively, the purported practical difficulties set out at paragraph 15.3 and its sub-paragraphs are also unrealistic and wrong:
(a) The example given in paragraph 15.3.1 presupposes that:
(i) the Claimant is under an obligation to rehabilitate all of the "actual inventory"; and
(ii) the Claimant would choose not to carry out works on the "10 cm strip" on the basis that it would be left out of account in the calculation of the FWCI.
Each of those presuppositions is incorrect. As to (i), the Claimant repeats paragraph 9 above. As to (ii), account would be taken of any defects in the 10 cm strip in the calculation of FWCI.
(b) As to paragraph 15.3.2, the Claimant does not make any choice to obtain a preferential outcome as suggested therein. It simply calculates the condition indices in accordance with the Project Agreement.
(c) As to paragraph 15.3.3, it is admitted that there are occasions on which the condition data obtained by the Claimant does not marry up with the inventory data. It is denied that this gives rise to the calculation of skewed results or that the data readings are inaccurate or incomplete. As to the example given by the Defendant:
(i) It is denied that there are no Verges in the Project Network Model.
(ii) The relevance of a grass verge to the calculation of the condition index is not understood.
(iii) The allegation that the condition of a grass verge is "inputted against the default details for a Footway" giving rise to the consequence in the last sentence is denied.
(d) As to paragraph 15.3.4, it was never the intention that 100% of the Project Roads would be rehabilitated (if by that the Defendant means subject to treatment). Using Footways by way of example, by use of a statistical Output Specification the Project Agreement provided - in broad terms - that sufficient treatments would be carried out:
(i) to bring the average FWCI in each PFI district to "Good" condition or above ... By virtue of the statistical nature of the Output Specification, that requirement can be achieved even though, for example, numerous FSLs are on the threshold of being Poor as long as there are enough FSLs in Good or Excellent condition to raise the average FWCI above 6.6;
(ii) to ensure that no individual FSL had an FWCI of "Poor" or "Failed" ... By virtue of the statistical nature of the Output Specification, that requirement can be achieved even though, for example, individual 20m sub-sections of an FSL are Poor or Failed as long as the rest of the FSL is of a sufficiently high condition to raise the average FWCI for that FSL above 4.8.
(e) Paragraph 5.4 is denied."
Issue 2
"44. In reaching this part of his decision, the Adjudicator relied upon clause 19.2.1 of the Project Agreement (see paragraph 157 of the Decision). This provides as follows:
"From the Service Commencement Date the Service Provider shall accurately update the Project Network Model in accordance with Performance Standard 8 of schedule 2 (Output Specification) and shall ensure that the information contained in it is up to date at all times."
45. As is apparent from its wording, clause 19.2.1 addresses the Claimant's obligation to update the Project Network Model in accordance with PS 8 (a point made in the adjudication by the Defendant: at paragraph 44.3 of its written submissions). Paragraph 2.3 of PS 8 sets out the Claimant's obligations in respect of updating the Project Network Model as follows:
"2.3.1 Where the Authority notifies the Service Provider of a change to the Project Network in accordance with this Contract, the Service Provider shall ensure that all information provided to the Service Provider by the Authority relating to such change is input into the Project Network Model within five (5) Business Days of the date of such notification unless otherwise agreed between the parties.
2.3.2. On each occasion where the Project Network Model is updated in accordance with paragraph 2.3.1 the Service Provider shall provide the Authority with an electronic copy of the updated Project Network Model within one (1) Business Day of the date on which the Project Network Model is altered in accordance with paragraph 2.3.1 above.
2.3.3. The Service Provider shall, from the Service Commencement Date, notify the Authority on a monthly basis of any amendments it would recommend to be made to the Project Network Model specifying all details and the reasons for such recommendation."
Further detail is given on these obligations in paragraph 2.61 of Method Statement 10.
46. These provisions do not impose on the Claimant a general obligation to update the Project Network Model and the Adjudicator was wrong to reason that such an obligation was introduced by the closing words of clause 19.2.1 (an argument not made by either of the parties). That is not what the clause says; the clause is clearly dealing with a specific and not a general obligation; and it would be inconsistent with paragraph 2.3 of PS 8 and paragraph 2.61 of Method Statement 10 ..."
"62. Paragraph 44 is admitted. For the avoidance of doubt, the Adjudicator did not rely solely on Clause 19.2.1. The Defendant will rely on paragraphs 143 to 157 of the Decision in full (much of which are unchallenged by the Claimant).
63. Save that the Claimant has correctly quoted from paragraph 2.3 of PS 8 and that Method Statement 10 provides some (albeit limited) information on the Claimant's obligation to update the Project Network Model, paragraph 45 is denied. The proper construction of the Claimant's obligations to update the Project Network Model, supported by Method Statements 2 and 13 (see paragraph 36 above), is set out in paragraph 18 above.
64. Paragraph 46 is denied. Without prejudice to the generality of the foregoing denial:
64.1. The Adjudicator's Decision was correct. Clause 19.2.1 (amongst others) does impose an obligation on the Claimant to update the Project Network Model. Paragraph 18 above is repeated. On the Claimant's (wrong) interpretation the words "and shall ensure that the information contained in it is up to date at all times" in Clause 19.2.1 are redundant;
64.2. The Defendant did rely on Clause 19.2 (amongst others) in the Adjudication;
64.3. The Claimant's obligation to update the Project Network Model is consistent with paragraph 2.3 of PS 8 and paragraph 2.61 of Method Statement 10. The Claimant has failed to particularise any inconsistency;
64.4. The Claimant's reliance on paragraphs 34 to 42 is noted, but it is denied those paragraphs support the Claimant's position. Paragraphs 51 to 60 above are repeated. The proper construction of the Project Agreement is set out in paragraphs 11 to 18 above; and
64.5. It is denied that the Defendant accepts that its case on the Claimant's obligation to update the Project Network Model is dependent on its case on the scope of the Core Investment Works..."
"53. As to paragraph 62 (and for the avoidance of doubt), the Adjudicator's reasoning for his decision is not binding upon the parties and there is no obligation on the Claimant to challenge it or to plead particulars of every aspect of that reasoning which it considers to be incorrect. The Court is to consider the dispute afresh. Further or alternatively, the reasoning relied upon by the Adjudicator in paragraphs 143 to 157 of the Decision is incorrect and does not support the construction of clause 19.2.1 of the Project Agreement which he found.
54. As to paragraph 63:
(1) As to the first sentence, the Claimant notes that the Defendant has denied that it made the point in paragraph 44.3 of its written submissions in the adjudication that clause 19.2.1 concerns the Claimant's obligation to update the PNM in accordance with PS 8. This is a surprising denial.
(2) The second sentence is denied. The Claimant repeats paragraph 16 above.
55. As to paragraph 64:
(1) As to paragraph 64.1, the Claimant repeats paragraphs 9(5) and 16 above. Save as set out therein, paragraph 64.1 is denied. As to the argument from redundancy, it is denied that the words quoted are redundant: they qualify the Claimant's obligation to update in accordance with paragraph 2.3 of PS 8. Further or alternatively, if the Defendant's construction were correct that would render the contractual provisions set out in paragraphs 9(5) and 16 above, and indeed the first part of clause 19.2.1, redundant.
(2) The Claimant notes the careful wording of paragraph 64.2. The argument pleaded in paragraph 46 of the Particulars of Claim was not an argument advanced by either party in the adjudication.
(3) The first sentence of paragraph 64.3 is denied (if it is referring to the Defendant's case as to the Claimant's alleged obligation). If there were the free-standing general obligation to update the PNM as contended for by the Defendant, there would be no need for the first part of clause of 19.2.1, the specific provisions of paragraph 2.3.1 and 2.3.2 of PS 8, or paragraphs 3.2.4, 3.2.5, 4.2.4, 4.2.5, 5.2.4 and 5.2.5 of Part 11 of Schedule 2; and paragraph 2.3.3 of PS 8 would make no sense (since the Claimant would be obliged to make, rather than entitled to recommend, updates); and the same applies to paragraph 2.6.1 of MS 10.
(4) As to paragraph 64.4, the Claimant repeats paragraphs 44 to 51 above.
(5) As to paragraph 64.5, the Claimant repeats paragraph 2(5) above."
3. Dispute and Adjudicator's Decision
Dispute
"3.3. Pursuant to Schedule 2 (Output Specification) the Service Provider is required to continually monitor and maintain the Project Network. There are 10 Performance Standards ("PS1-10") set out in Schedule 2, including the following:
3.3.1. PS1A - Network and Infrastructure Condition during the Core Investment Period. For the purposes of the Contract, the first 5 years are the Core Investment Period ("CIP"). There are 10 Milestones over the CIP for the Service Provider to achieve;
3.3.2. PS1B - Network and Infrastructure Condition post CIP: (together, "PS1 Requirement").
3.3.3. PS2 - 10: Network Management / Maintenance Performance. For the purposes of the Contract, these are Services required to be delivered through the Service Period, which runs alongside and beyond the CIP (together, "PS2-10 Requirement").
3.4 There are 3 elements of asset inventory required under the Contract:
3.4.1 a Management Information System ("MIS"), which must comply with the provisions in Table 8.1 in part 8 of Schedule 2;
3.4.2 a Project Network Inventory ("PNI"), which is an electronic records system that records data in respect of Project Network Parts;
3.4.3 a Project Network Model ("PNM"), which is a database document which provides information in respect of Project Roads.
3.5 The PNI and PNM, together with Condition Surveys which the Service Provider is required to undertake as necessary pursuant to clause 6 of the Contract, feed into the Pavement Management Model, which calculates the overall condition of the pavement assets, forecasts their deterioration and identifies requirements for the Service Provider to carry out works to meet the required condition standards."
"4.1 A dispute has arisen regarding the extent of the Service Provider's obligations under the Contract, and in particular whether the Service Provider is, as it contends, entitled to provide a lesser scope of service in relation to PS1 of the Output Specification (i.e. Network Infrastructure and Condition) as compared to PS2 to PS10 of the Output Specification (i.e. the day-to-day management and maintenance requirements).
4.2 As at the Service Commencement Date and for over the first two years of the CIP, the Service Provider provided the Core Investment Works to the Project Road on the basis of its full extent (in line with the Authority's interpretation of the requirements of the Contract).
4.3. However, during the undertaking of Milestone 6 it became apparent to the Authority (from reports and audits of work being carried out on the Project Network) that the Service Provider had changed its approach in respect of performing the Core Investment Works on the Project Road. The Service Provider was now only treating discrete elements of various sections of the Project Road and relying on the extent of the Project Road which the Service Provider considered was defined by the PNM and fixed as at the Service Commencement Date.
4.4 The PNM is primarily a diagrammatical representation of the road network providing information on road hierarchy and length of the road (in order to break it down into measurable sections for surveying purposes) and does not set out the full extent of the Project Road.
4.5 This means that:
4.5.1 one of the key deliverables of the Contract - the refurbishment of the Project Network in the CIP - is not being delivered by the Service Provider; and
4.5.2 the Service Provider is not complying with the key obligation to perform the Services in accordance with Good Industry Practice.
4.6 The Service Provider now seeks to argue that the obligations set out in PS1 only apply to assets as they are defined in relation to the PNM, because the terms in PS1A and PS1B are defined by reference to the PNM, and it is therefore only those defined terms which are the subject of the CIP.
4.7 The Service Provider has further sought to argue that it is entitled to hold 2 versions of the PNM and PNI, namely a static version as at Service Commencement Date in respect of Core Investment Works which does not record any changes to the Pavement Management Model, and a live version of the PNM and PNI which are used for Routine Maintenance and other Services
4.8 The Authority argues that this is not correct, relying on the following:
4.8.1 the requirement pursuant to clause 1.2 to read the Contract as a whole;
4.8.2 the requirement for the Service Provider to have satisfied itself of the condition and extent of the Project Network at the Pre-Commencement Survey date pursuant to clause 5.1;
4.8.3 the requirement pursuant to clause 6.1 for the Service Provider to keep sufficient records and data to enable the Authority to support a defence under section 58 of the Highways Act that requires the Authority to know or reasonably be expected to know whether or not the condition of the Project Network was likely to cause danger to users of the Project Network;
4.8.4 the requirement for the Service Provider to provide all works and services necessary to comply with Schedule 2 (Output Specification);
4.8.5 the indemnity provided by the Service Provider to the Authority pursuant to clause 55 in respect of breach of statutory duty and any third party claim arising out of the "design, installation, operation or maintenance of the Project Network" - particularly in respect of any failure to update the Project Network Model;
4.8.6 the requirement to provide the Services in accordance with Highways Standards and Good Industry Practice pursuant to clause 20.2.
4.9 The Authority seeks the appointment of an Adjudicator to consider which is the correct contractual interpretation."
"6.1.1 that the Service Provider's obligation to perform the Core Investment Works and meet the PS1 requirement extend to the Project Network as a whole and not the Project Network as defined by the PNM contained in DRD0626;
6.1.2 that the Service Provider must update the PNM and maintain a PNI which accurately reflects the actual extent of the Project Network - more particularly the Project Road;[ ]
6.1.5 that the Certificates of Completion for Milestones 6-9 be set aside;"
"6.2 The Authority also seeks orders that the Service Provider:
6.2.1 re-calculates the current actual Network Condition Indices through the Pavement Management Model based upon the actual inventory and Condition Surveys and inspections;"
Whether this or a similar dispute may have significance is not a matter for this court.
i) The Referring Party's written submissions which were served on 8 May 2015 and broadly followed the Adjudication Notice.ii) The Responding Party's response on 29 May 2015;
iii) The Referring Party's reply on 9 June 2015; and
iv) The Responding Party's rejoinder on 12 June 2015.
"1. The main issue between the parties is one of construction of the Project Agreement. The core issue can be summarised as follows:
"Is the scope of Services to be provided by ABHL in Performance Standard 1 the same as, or less than, that to be provided in Performance Standards 2-10, and in particular is ABHL obliged to perform Core Investment Works in Performance Standard 1 to the Project Network as a whole or only to the inventory contained in the Project Network Model?"
2. The parties' updating and maintaining obligations inform the correct interpretation of the Project Agreement and are also in dispute. In light of ABHL's Rejoinder, the remaining issue, as to the effect of the Milestone Certificates, appears now to be more procedural than substantive (although it is still not entirely clear)."
It is clear from that skeleton that the main issue was the scope of ABHL's works, ie Issue 1; and Issue 2 and Issue 3 were described as "secondary issues".
As far as Issue 2 was concerned, the updating obligations, reference was made to Method Statement 10, clause 55.1.9 and paragraph 2.3 of Part 8 of Schedule 2; and so far as Issue 3 was concerned it was clear that the argument over certificates only arose in the context of the interpretation of the Project Agreement and the decision on that matter would dictate the effect on the Milestone Certificates.
Adjudicator's Decision
"The issues
18. In summary, the first principal issue between the parties is what is the scope of ABHL's obligation in relation to the Core Investment Works?
19. The second principal issue is whether ABHL is under an obligation to keep updated the Project Network Model (PNM).
20. The third principal issue is whether the Milestone Certificates issued by the Independent Certifier can be, and if so, should be, set aside."
"56. The primary reason for ABHL's submission that it is the RSL as shown in the PNM that must be used in the NCI calculations is ABHL's interpretation of the contractual definition of RSL. The contractual definition is as follows: "RSL means the individual section lengths of a Project Road between consecutive Nodes in the Project Network Model and "Road Section Lengths" or "RSLs" shall be construed accordingly."
It is apparent from ABHL's submissions that it reads the definition such that "in the Project Model" qualifies the totality of the individual section lengths of a Project Road between the consecutive Nodes".
61. Although the Authority did not express the point in quite these terms, its argument would appear to involve a construction of the definition of RSL that would require that the words 'in the Project Model' are read as qualifying only 'between consecutive Nodes'. Read in this way, an RSL would mean the extent of a part of a Project Road as represented between two consecutive Nodes, which Nodes are set out in the PNM. This alternative construction is suggestive of an RSL having a physical aspect capable of objective measurement apart from its representation in the PNM.
113. I accept, of course, that the parties were free to make any lawful bargain that commended itself to them, and ABHL say that the bargain struck between the parties was that, in respect of the CIP works, ABHL took only condition risk and had a defined scope of works, being limited to the extent of RSLs shown in the PNM. Having such a defined scope of work, says ABHL was commercially necessary to it. However, the result of ABHL's construction strikes me as being commercially unlikely in the context of a PFI upgrade and maintenance contract. For the result of ABHL's construction is that only an arbitrary part of the Project Network is upgraded in the CIP. Whilst, in principle, the Authority could seek to vary the works so as to include further parts of the Project Road which are not in the PNM, this would seem to require the scope of the works to be varied from the commencement date or soon thereafter, which makes little sense. If the intention were as ABHL suggests, I would expect there to be very clear words in the Contract which would drive one to the conclusion that its construction is correct.
114. In my view there are no such clear words. Rather, what ABHL's preferred construction depends very largely upon is its interpretation of the definition of RSL as meaning an RSL as recorded in the PNM. For the reasons that I have sought to explain in paragraph 56 et seq above, I do not consider that that construction is correct. In my view, the references to RSLs and other Section Lengths in Part 1 and Part 11 of Schedule 2 are references to actual RSLs and other Section Lengths in the Project Network, save where the reference is expressly to RSLs, or other Section Lengths set out or otherwise recorded in the PNM. Once ABHL's construction of RSL as meaning the RSLs as set out in the PNM is rejected, there is little in the wording of the Contract that supports ABHL's construction of its CIP obligations.
142. My conclusion in respect of the issue as to the scope of ABHL's works in the CIP is that ABHL's obligation extends to the Project Network and the Project Road and is not limited to the representation thereof or the representation of RSLs in the PNM. This follows from the proper construction of the definition of RSL and its use in Part 1 of Schedule 2. My conclusion is reinforced by the Contract's focus on the Project Network and the Project Road and the upgrading thereof and the fact that the Contract does not express an intention to limit the scope of the CIP works to something less than the Project Network but to then expand the scope to cover the Project Network in the post-CIP. I also place reliance on what I consider to be the commercially unlikely result of ABHL's construction and the lack of clear words in the Contract which would justify such a construction."
By citing these paragraphs I do not lose sight of the fact, and fully acknowledge, that the Adjudicator's Decision on Issue 1 also referred to BCC's contractual argument.
"154. Clause 19.2.1 contains two updating obligations. The first is to update the PNM in accordance with PS 8 of Schedule 2, i.e. where the Authority notifies the Service Provider of a change to the Project Network. The second obligation is to ensure that the information in the PNM is up to date at all times. This is obviously independent of the first obligation as, inter alia, otherwise the words "and shall ensure that the information contained in it is up to date at all times" would be otiose.
155. I also read paragraph 2.3.3 of PS 8 as being consistent with the second obligation under clause 19.2.1 of the main body of the Contract. And clause 19.2.2 appears to dovetail with paragraph 2.3.3 of PS 8.
157. Accordingly, as a matter of the proper construction of the Contract as a whole, I am satisfied that ABHL are under an obligation arising under clause 19.2.1 to update the PNM and to ensure that it is kept up to date at all times. Such obligation is without prejudice to its obligations under the other relevant provisions of the Contract to update and/or amend the PNM, including those under paragraph 2.3 of PS 8."
In coming to that conclusion, the Adjudicator also considered clause 6 of the Project Agreement, but it is clear from this part of the Adjudicator's Decision that the process of construction gives rise to a much shorter analysis, which is understandable in view of the way the case was put before the Adjudicator.
"158. In light of my decision as to the scope of ABHL's works in the CIP, it follows that I consider that the Milestone Certificates were prepared and issued on an erroneous basis."
"164
This is doubly so when one considers the limited desk-top nature of the certification exercise, as described by Mr William Moss, one of the Independent Certifiers actually involved in the certification of Milestones 1 to 9, and the fact that he was not aware at the time of the production of the Milestone Certificates whether ABHL's calculations were based on the original PNM inventory or on the actual Project Network.
174 ...
(ii) It is easily demonstrable without extensive investigation (indeed it is accepted by ABHL) that the decision, alternatively the certificate and the process or procedure leading to its issue, is based upon calculations which (if I am right on construction) are based upon an erroneous interpretation of the Contract."
"175. My conclusions on the principal issues can be summarised as follows:
(i) ABHL's scope of works in the Core Investment Period is to determined [sic] by reference to the actual Project Network and the RSLs therein, not those recorded in the original PNM.
(ii) ABHL's performance is to be calculated by reference to the actual Project Network and the RSLs therein.
(iii) ABHL is obliged to update the PNM and to ensure that it is at all times up to date.
(iv) Milestone Certificates 6 to 9 inclusive are in error and should be set aside or opened up, reviewed and revised.
(v) ABHL's completion or otherwise of Milestones 6 to 9 inclusive should be certified by reference to the actual Project Network and the RSLs therein."
It is clear that the Adjudicator came to conclusions which, on their face, are beyond the actual relief that BCC requested the Adjudicator to grant having regard to the fact that the scope of the Dispute had substantially narrowed to the Issues alone.
"176. The Authority seeks seven wide-ranging declarations as set out in paragraph 6.1 of Adjudication Notice [sic] and paragraph 5.6 of its Submission dated 18 May 2015. As explained below, I find the terms of some of the requested declarations to be imprecise and their appropriateness questionable. In my view it may have been better to have first determined the principal issues as to construction and the status of the Milestone Certificates and then for the parties to have made submissions as to the most appropriate way forward in terms of the precise formulation of any declarations or orders. That is an option that the parties could still take, but only if it were an agreed course of action.
177. Paragraph 6.2 of the Adjudication Notice also sought five Orders against ABHL. The request for such Orders was not repeated in the Authority's Submissions dated 18 May 2015. In its Submissions dated 29 May 2015, ABHL concluded that the request for such Orders was no longer being pursued by the Authority, which conclusion was not disputed by the Authority in its Reply Submissions dated 9 June 2015. The remedies sought in the Authority's Skeleton Argument dated 22 June 2015 are limited to the requested declaratory relief. Accordingly I conclude that the relief sought by the Authority is currently limited to such declaratory relief. I will not, therefore, consider further or make the previously requested Orders. However, as explained below, it is appropriate to order that the NCI calculations be re-done in accordance with my construction of the Contract.
178. The first requested declaration sought is in the following terms:
That the Service Provider's obligation to perform the Core Investment Works and meet the requirements of Performance Standard 1 extend to the Project Network as a whole and not the Project Network as defined by the Project Network Model contained in DRD0626
179. For the reasons set out herein I shall grant this declaration in the terms similar to those sought.
180. The second requested declaration is sought in the following terms:
That the Service Provider must update the Project Network Model and maintain a Project Network Inventory which accurately reflects the actual extent of the Project Network - more particularly the Project Road.
181. I have found that ABHL is under an obligation to update the PNM so as to reflect the actual extent of the Project Network. It does not appear to be in dispute that the PNI should be updated and should reflect the Project Network. Indeed, ABHL say that this is precisely what they have done and what they do. As such ABHL say that the request for declaratory relief is misconceived.
182. In my view, given that ABHL does not dispute its obligation in respect of the PNI, and given my decision in respect of updating the PNM, it is appropriate to make the declaration in terms similar to those sought."
Between paragraph 183 and 186 the Adjudicator declined the further declaratory heads of relief sought in the Dispute and then continued:
"187. The fifth requested declaration is in the following terms:
That the Certificates of Completion for Milestones 6-9 be set aside.
188. For the reasons set out herein I have decided that the Certificates of Completion for Milestones 6 to 9 should be set aside, alternatively opened up, reviewed and revised and the relevant calculations performed again by reference to the actual Project Network inventory. I am not aware of what the result of such re-calculation will be. Until this has been done I am not sure on what basis it can be assumed that the relevant Milestones will be shown not to have been achieved. Mr Moss explains that, as one would expect, if the calculations are performed by reference to the Project Network inventory instead of the original PNM inventory, the results could change. However, how the figures would change has not been explored in the evidence or the Parties' submissions.
189. Accordingly in my view the correct way to proceed is for the calculations to be re-done. I will therefore make the declaration in terms similar to those requested but will also order that ABHL re-calculates the Network Condition Indices relevant to each of Milestones 6 to 9 inclusive by the reference to the actual Project Network inventory. The consequence of such re-calculation is not something that can be dealt with in this Decision. I would expect the Independent Certifier to be able to assist with this process, although it will also require input from ABHL and the Authority."
In paragraph 190 and 191 the Adjudicator declined the sixth and seventh declarations sought in the Dispute.
"195. Having considered all the evidence and arguments, both oral and written, my Decision is as follows:
1. I make the following Declarations:
(i) That ABHL's obligations to perform the Core Investment Works and meet the requirements of Performance Standard 1 extend to the Project Network as a whole and are not limited to the RSLs as recorded in the Project Network Model contained in DRD0626.
(ii) That ABHL must update the Project Network Model and maintain a Project Network Inventory which accurately reflect the actual extent of the Project Network and the Project Road.
(iii) That the Certificates of Completion for Milestones 6 to 9 inclusive be set aside, alternatively opened up, reviewed and revised and the relevant calculations performed again by reference to the actual Project Network inventory.
2. I order that ABHL re-calculates the Network Condition Indices relevant to each of Milestones 6 to 9 inclusive by reference to the actual Project Network inventory."
i) For Issue 1, the additional words "and are not limited to the RSLs" have been added.ii) For Issue 2, that the relief sought by BCC was "more particularly" by reference to the Project Road, whereas the decision is "and the Project Road".
iii) For Issue 3, what is more curious is that the Adjudicator's Decision on this issue has added an alternative declaration which was never sought by BCC, namely "alternatively opened up, reviewed and revised and the relevant calculations performed again by reference to the actual Project Network inventory".
This head of relief in the Adjudicator's Decision not only sets aside the Certificates of Completion for Milestones 6 to 9, as a consequence of the legal construction of the Project Agreement on Issues 1 and 2, but positively appears to make a mandatory order in respect of the maintenance of the actual Project Network inventory which, on the face of it, is a matter well beyond the consequential setting aside of those certificates. Equally, and maybe more surprisingly, the Adjudicator's Decision appears also to include a new mandatory injunction by means of an order not sought by BCC, indeed not even contained in their Notice to Refer the Dispute to Adjudication, requiring ABHL to re-calculate the Network Condition Indices by reference to the Project Network Inventory. It is quite unclear how it was that the Adjudicator considered that the Adjudicator's Decision could make such injunctive order or require such specific performance by ABHL when BCC brought no such Dispute for the Adjudicator to resolve. The change of wording on Issues 1 and 2 reflects the Adjudicator's own construction of the Project Agreement which did not in fact reflect BCC's argument.
4. Jurisdiction and Relief
Jurisdiction
"70.1.1 Any Dispute arising in relation to any aspect of this Contract shall be resolved in accordance with this clause 70 (Dispute Resolution).
70.1.2 If a Dispute arises in relation to any aspect of this Contract, the Service Provider and the Authority shall first consult in good faith in an attempt to come to an agreement in relation to the Dispute.
70.1.3 If the Service Provider and the Authority fail to resolve the Dispute through such consultation within fifteen (15) Business Days, either party may refer the matter to an Adjudicator selected in accordance with clause 70.2 (Adjudication) below. Without prejudice to clause 70.1.2 above, either party may give the other notice of the intention to refer the Dispute to adjudication and the Adjudicator shall be selected in accordance with clause 70.2 (Adjudication)."
The definitions section of the Project Agreement defines a "Dispute" as meaning:
"any difference or dispute between the Authority and the Service Provider arising out of or in connection with the Contract (including any question as to the validity or interpretation of the Contract and including any dispute arising before or after termination of the Contract or any failure by either Party to perform their obligations pursuant to the Contract)".
It would therefore seem that any Dispute between BCC and ABHL, should consultation fail, commences by means of a notice of intention to refer that Dispute to an Adjudicator; and it would appear to follow from this that it is only that Dispute which would go to the dispute resolution procedure agreed by the parties and not some other matter beyond that dispute.
"70.2.3. In any event, the Adjudicator shall provide to both parties his written decision on the Dispute within twenty (20) Business Days of appointment (or such other period as the Parties may agree after the reference, or thirty (30) Business Days from the date of reference if the party which referred the Dispute agrees). Unless the Parties otherwise agree, the Adjudicator shall give reasons for his decision. Unless and until revised, cancelled or varied by the Arbitrator, the Adjudicator's decision shall be binding on both Parties who shall forthwith give effect to that decision (save where clauses 70.3.1.2 or 70.3.1.3 apply)."
It is also apparent from clause 70.2.6 that the Adjudicator is required to act impartially and take the initiative in ascertaining the facts and law, and also in fact does have power to open up, review and revise any opinion, certificate, instruction, determination or decision of whatsoever nature given under this Contract. Whilst that power is given to the Adjudicator, it does not appear to follow that such power can be exercised unilaterally by the Adjudicator, as opposed to a party in their Dispute requesting that the Adjudicator undertake such process.
"70.3.1 If
70.3.1.2 either Party is dissatisfied with or otherwise wishes to challenge the Adjudicator's decision made in accordance with clause 70.2.3; or
70.3.1.3 both Parties agree;
then either Party may (within thirty (30) Business Days of receipt of the Adjudicator's decision, where appropriate), notify the other Party of its intention to refer the Dispute to:
70.3.1.5 the Courts of England and Wales if it relates to a question of law."
That is the only exit route which would permit such a Dispute to come before the court and otherwise matters go before an arbitrator who, likewise, has powers to open up, review and revise matters should such dispute appear before them.
Relief
"The court may make binding declarations whether or not any other remedy is claimed."
It is well acknowledged that this rule simply permits declarations as a sole form of relief. This as such does not in fact arise on the pleaded issues in this case as set out above. To the extent one looks to a rule to empower the court to make a binding declaration, it is clear that even this procedural power is discretionary.
"The power to make declarations is a discretionary power. As between the parties to a claim, the court can grant a declaration as to their rights, or as to the existence of facts, or as to a principle of law ...Financial Services Authority v Rourke [2002] CPRep 14 (Neuberger J.)). When considering whether to grant a declaration or not, the court should take into account justice to the claimant, justice to the defendant, whether the declaration would serve a useful purpose, and whether there are any other special reasons why or why not the court should grant the declaration (ibid)", at page 1349. And further at page 1350 "In considering whether or not to grant a declaration as to the proper construction of a contract, the court should, at the very least, proceed with caution and in accordance with the principles referred to in the notes and authorities referred to above (Thomas Brown Estates Ltd v Hunters Partners Ltd [2012] EWHC 21 (QB), January 12, 2011, unrep. (Eder J)."
5. Background Facts
Factual matrix.
"3.2. Survey Information and Data Room.
Information on existing conditions will be supplied to all bidders. It will be the bidders' responsibility to verify the accuracy and adequacy of that information. A data room will be established to enable bidders to access all current available information.
3.3. Service Requirements.
The City Council has prepared a first draft of the Service Requirements for the PFI contract, which are based on meeting key performance standards and adopting a holistic 'back of footway to back of footway' service provision
..."
"The Service Provider undertakes its final due diligence of the Project Network at Preferred Bidder stage ... and takes the risk in the condition and extent of the Project Network. The Authority does not warrant any part of the information." (paragraph 12.12).
"The Service Provider is obliged to put in place and accurately maintain a Management Information System and the Project Network Model" (paragraph 12.29).
"The Qualified Bidder shall satisfy itself as to the accuracy of Information given by the Authority relating to the Project, by carrying out such tests, surveys, site investigations and such as the Qualified Bidder considers necessary" (paragraph 16.20)."
"Amey accepts the risk allocation as proposed by the Authority, with no changes required. The Register below is therefore the Project Risk Register." The Project Risk Register (at page 5) included "Accuracy of Inventory and all Surveys."
"The Service Provider is obliged to put in place and accurately maintain a Management Information System and the Project Network Model" (paragraph 12.29)
from which Mr O'Day considers, therefore, ABHL always knew that it had to maintain both the Management Information System and the Project Network Model.
"As part of mobilisation, we will install 'state-of-the-art' asset management software. We will populate it with data already in the Authority's possession and taken from other sources. From Service Commencement we will gather data about the assets and update the databases. By the end of the CIP we will have comprehensive knowledge of every element of the Project Network and an accurate register. This knowledge will allow us to plan our work effectively and efficiently" (paragraph 1.2.3).
In this regard, Mr O'Day believed that part of the asset management software referred to by ABHL was the Pavement Management Model and that ABHL recognised in its bid that it would update the databases during the CIP for use in the Pavement Management Model and those databases would enable the work to be planned effectively and efficiently and, in his view, ABHL were not doing that now.
"Our PMM is predictive in nature... In addition to treatment information, the results of routine surveys and inspections will also be input into the PMM, providing regular updates on the rates of deterioration and refining the forecasts" (paragraph 2.5.47).
On this basis, Mr O'Day considered that ABHL recognised that the PMM would be regularly updated with the latest survey data.
"DVI survey data will be collected to comply with our survey procedure... The survey data will be fed directly into the PMM and section..." (paragraph 2.6.17).
From there, Mr O'Day considered that the DVI data would include both condition and inventory data and ABHL accepted that it would feed the survey data into the PMM.
"By the end of the CIP we will have established fully populated and accurate databases of the inventory. Processes will be in place for the effective and efficient management of the asset going forward..." (paragraph 3.1.8).
From this, Mr O'Day considered that ABHL had identified that it would update the inventory databases during the CIP which would then be used for the management of the Project Network. He considered ABHL had not been doing this.
"This project will need significant initial investment (estimated by the Authority at c. £300 million) to rehabilitate the City's highway network during the Core Investment Period" (s.2.1) (page 874).
Factual contents of the Project Network Model
"14.1 MSEC: This table ... lists 14,091 sections of Carriageway or Footpath in Birmingham. These sections are called Road Section Lengths or RSLs in the Project Agreement MSEC also includes information about each of the RSLs, including a unique reference number, the length of the RSL, and an alphanumeric code that indicates the Carriage hierarchy of the RSL under the Project Agreement", and then gives details of those codes.
"14.2. MINV: It is a standard practice in the pavement management industry to characterise pavement assets by reference to their position relative to the centreline of the section of road with which they are associated. This referencing system has been standardised, and is set out in the "UKPMS User Manual" ... For example a single carriageway might have a left hand lane immediately to the left of the centre line of the road, denoted "CL1", for traffic flowing forward relative to the chosen orientation, and a right hand lane immediately to the right of the centre line of the road, denoted "CR1", for traffic flowing in the other direction. ... Since pavement assets are categorised by reference to the centreline of the road, they are referred to as "cross sectional positions" or "XSPs". The MINV table contains a list of 105,564 XSPs, along with certain information about each XSP."
The witness statement proceeds to give details of the MSURV by reference to Coarse Visual Inspections and Detailed Visual Inspections, being a CVI and DVI, which are surveys carried out to assess the surface condition of Pavements. Reference is also given to the SCRIM and how that works and, to a lesser extent, the MSEC, MSECSURV, MCON and MSCRIM.
"11 Mr Woodgate makes no reference to the fact that the inventory recorded in relation to approximately 60% of the RSLs in the MINV table is default data which is not reflective of the actual inventory ...
12. ... ABHL should update the default data in the MINV table after it carries out surveys so that it becomes progressively more accurate throughout the Core Investment Period."
In doing so, he relies upon clause 6.3 of the Project Agreement. He goes on to indicate, having reviewed the data files, that he believes the position is, amongst other things, as follows:
"14.3 surveys which were carried out in August 2008 or after were not incorporated into DRD 0626 ... DRD 0626 was taken from software known as MARCHpms ABHL used different software called Confirm and, because of this, the Authority switched to using Confirm in or around July 2008 in preparation for the Project Agreement. After this switch, survey data was not incorporated into DRD0626 and would instead have been incorporated into a Confirm database."
However, he does not have access to the Confirm system and was unable to confirm whether the data from BCC was stored there. It therefore appears that so far as Mr Phil Woodhouse is concerned data is still being collected and recorded on Confirm, but he is not in a position to assist as to its working.
"28. Under the Project Agreement, ABHL is required to develop and maintain an electronic system comprising the Project Network Inventory, or PNI, and various asset management systems defined under the Project Agreement. This system is called the Management Information System, or MIS, which is made up of various computer programmes. One of these programmes, an asset management system called "Confirm", holds the data about the pavement assets in the Project Network, amongst other things. Confirm is run remotely for us by Pitney Bowes.
29. ... we entered into the contract with Pitney Bowes, and the Authority transferred the data that it held in its own Confirm system to Pitney Bowes to populate the version of Confirm that it was to run on our behalf ... The pavement inventory and condition data so transferred was then supplemented by the DVI survey data we had already collected by that time.
30. The data about pavement assets in Confirm is separate and distinct from that in the PNM, and is structured in the following way ..."
The witness statement goes on to explain the workings of Confirm, which stores both current and historic inventory and condition data in some cases going back to 2003. Details are set out both as part of the matrix and as a description of the PNM to assist, to the extent that it is relevant or admissible, in the construction of the Project Agreement as a matter of law. It is not intended, by referring to these background facts, to make decisions of fact or prefer the facts of BCC over ABHL or otherwise. Neither party focused on Confirm or provided any consideration as to whether it met good industry practice which in any event may well require the assistance of experts.
Good Industry Practice
"10. I understand that ABHL's position is that, although it carries out surveys in accordance with the Project Agreement, it is not required to update the Project Network Model with the inventory data gathered from surveys. This is nonsensical. In order to explain why, it is necessary to explain how surveys and pavement management systems should operate in practice and in accordance with Good Industry Practice. The pavement management system on this Project comprises the Project Network Model and the Pavement Management Model.
11. UKPMS details a number of surveys which can be used to record data in respect of "maintenance lengths". The Project Agreement uses the term Road Section Length ("RSL") to divide the Project Roads into manageable sections ...
12. The most important surveys for the purposes of the dispute are Detailed Visual Inspections ("DVIs")
...
18. Once the surveys have been collected, Good Industry Practice requires both the condition and inventory data to be inputted into the relevant pavement management system
...
26. In summary, Good Industry Practice involves: ... establishing a detailed and accurate inventory ... updating the pavement management system with both inventory and condition data; and ensuring that the condition data marries up with the inventory data.
27. Only once both the condition and inventory data have been collected and inputted into the pavement management system, can the pavement management system then ... create a programme of works to enable the efficient rehabilitation, treatment and maintenance of the Project Network; and ... be used to identify the condition of any of the assets on the Project Network including, as appropriate, the calculation of any condition indices.
28. ABHL's pavement management system comprises the Project Network Model (the database) and the Pavement Management Model (the management tool) ... the Project Network Model is (or should be) a geographical representation of the Road Section Lengths in the Project Network: the failure by ABHL to fully update the Project Network Model is at the heart of the dispute ... the Pavement Management Model is used to calculate condition indices for the Output Specification and determine the rehabilitation, treatment and maintenance programmes for the Project Network. The Pavement Management Model relies on the Project Network Model to produce its outputs."
6. Project Agreement
Structure of Contract
"(A) In accordance with the Government's Private Finance Initiative and pursuant to a notice published in the Official Journal of the European Union on 25 May 2004, the Authority invited expressions of interest from appropriately qualified consortia for services relating to the rehabilitation, maintenance, management and operation of the Project Network for a period of 25 years from the Planned Service Commencement Date.
(C) The Service Provider has submitted proposals to the Authority setting out how it will meet the Authority's requirements relating to the rehabilitation, maintenance, management and operation of the Project Network.
(D) The Authority has selected the Service Provider for the rehabilitation, maintenance, management and operation of the Project Network pursuant to this Contract."
It is by reference to these recitals amongst others that some of the pre-contract process contained in the Statement of Agreed Facts arises, but only to the extent that it exists or is relevant to the particular matters that have to be decided by this court.
"This Contract shall be construed and interpreted as a whole provided that in the event of any conflict or inconsistency between the provisions of the Main Body, the schedules and annexures, or between any of the schedules, or between any of the annexures, then, save as expressly provided for by clause 1.3, the conflict or inconsistency shall be resolved according to the following descending order of priority:
1.2.1. the Main Body and schedule 1 (Definitions, Interpretation and Construction);
1.2.2. schedule 2 (Output Specification);
1.2.3. schedule 4 (Payment Mechanism); and
1.2.4. all other schedules and annexures."
Therefore, the approach to be taken to this PFI Contract, as with many similar contracts of this kind, is to consider, first of all, the Main Body clauses and Schedule 1, which provides the definitions for the meaning of those words on the basis the parties have agreed a detailed lexicon which lists definitions for the construction of the Project Agreement; then consider Schedule 2, which provides details of the Core Investment Period, the subject of this particular Dispute; then consider Schedule 4, which concerns payment, and which is also the subject of the Dispute so far as those certificates are concerned; and then, to the extent necessary, which, in this case, it is plainly necessary, consider the other Schedules where, as with many of these PFI contracts, the devil lies in that detail. Therefore, to get an understanding of the Main Body clauses reference will be made to the detail of the operations, both in particular and in respect of the scope of the work.
Main Body and Schedules
"The Service Provider shall commence delivery of the Services from the Service Commencement Date and shall provide the Services for the remainder of the Contract Term in accordance with the terms of this Contract."
To give meaning to that obligation:
"'Services' means the works and services which are necessary for the Service Provider to undertake (or to procure the undertaking of) in order to comply with the provisions of schedule 2 (Output Specification) and the other provisions of this Contract".
"1. The Service Provider shall supply the Services continuously throughout the Contract Term in accordance with the specifications set out in each part of this schedule 2 (Output Specification).
2. Each part of this schedule 2 (Output Specification) details the overall aspirations of the Authority in the sections headed Required Outcomes. For the purposes of determining whether or not any Adjustments are to be made to the Monthly Unitary Charge pursuant to schedule 4 (Payment Mechanism)] of this Contract the performance of the Service Provider shall be measured against the Service Delivery Outputs and their corresponding Performance Targets set out in this schedule 2 (Output Specification) in accordance with the Monitoring Procedures set out in this Contract."
"The Service Provider shall comply with the provisions of this Performance Standard 1 and ensure that at the end of the Core Investment Period and thereafter until the expiry of the Contract Term in relation to the Project Network:"
To give meaning to this required outcome, the Core Investment Period is defined as:
"'CIP' means the period of time commencing on the Service Commencement Date and ending on the date on which a Certificate of Completion in respect of the final Milestone is issued pursuant to clause 13.4.1 ... or the Service Provider is deemed to have achieved Milestone Completion in relation to Milestone 10 pursuant to clause 9.4.7 [ ]"
It is, therefore, a fixed period of time by reference to the first ten Milestones and does not concern the full 25-year term of the Project Agreement.
"The Service Provider shall complete each Milestone in accordance with clause 9 ... of this Contract and the Milestone District Targets are set out in paragraphs 1.4 to 1.13 below."
To give meaning to the word "Milestone", the definition means: "each of the ten (10) milestones listed in clause 9.1 (Milestones)" and Schedule 2 then proceeds to set out what is expected on each of those ten Milestones. Thus, in clause 1.4 entitled, 'Milestone 1 District Targets', it is apparent from clause 1.4.1 that the PFI District 12 has at least the applicable values for Condition Indices as set out in table 1.1 and under clause 1.4.2 that the PFI Districts 1 to 11 inclusive have a completion rate for the Programme of Surfacing Works ('PSW') for Year 1 Requirements of at least the applicable value set out in Table 1.1.
"9.1 The Service Provider shall achieve Milestone Completion by the relevant Planned Milestone Completion Date. The Milestones and their respective Planned Milestone Completion Dates are set out in the table ..."
The table gives reference to Milestones 1 to 10 and specific dates for Planned Milestone Completion. Milestone Completion and Planned Milestone Completion Date being six months apart for the first and 60 months later for the tenth.
"Where the Independent Certifier has issued a Certificate of Completion in respect of a Milestone, pursuant to the provisions of clause 13 ... that Milestone shall, from the relevant Milestone Completion Date, be taken into account for the purposes of calculating the Monthly Unitary Charge in accordance with paragraph 1.4 of the Payment Mechanism".
The meaning given to "Certificate of Completion":
"...means a certificate issued by the Independent Certifier pursuant to clause 13 ... certifying that, in respect of the Milestone in question, it is satisfied that Milestone Completion has been achieved in all Districts;"
"The Independent Certifier shall not:
5.1 make or purport to make any alteration or addition to or omission from the Output Specification ..." [i.e Schedule 2 to the Project Agreement].
Accordingly, the Independent Certifier was obliged to put into effect the details of the Milestone Completion targets for Milestones 1 to 10 by reference to those specified percentages for completion throughout the Core Investment Period and certify accordingly.
"13.2.1 The Service Provider shall notify the Independent Certifier and the Authority five (5) Business Days before the date upon which the Service Provider requires the Independent Certifier to assess whether it has achieved Milestone Completion or Partial Milestone Completion in respect of each Milestone.
13.2.2. Following notification pursuant to clause 13.2.1 above, the Independent Certifier shall assess whether Milestone Completion or Partial Milestone Completion has been achieved by the Service Provider, and shall, within ten (10) Business Days of the date of the assessment referred to in clause 13.2.1, issue to the Service Provider (with a copy to the Authority):
13.2.2.1 a Certificate of Completion; or
13.2.2.2 a Certificate of Partial Completion ...; or
13.2.2.3 a Certificate of Non-Completion ..."
"Verify that the NCI at District level meets or exceeds the values set out in the relevant Milestone District Target tables contained in schedule 2, Performance Standard 1A".
The subject of the test was "Carriageways", and the test procedure was as follows:
"The Service Provider shall notify the Independent Certifier in accordance with clause 13.2.1 when it considers Milestone Completion or Partial Milestone Completion has been achieved together with details of all the works undertaken in respect of the Carriageways relevant to such Milestone Completion or Partial Milestone Completion. The Independent Certifier shall notify the Service Provider within two (2) Business Days of the data it intends to inspect as part of the 5% sample audit. The Service Provider shall provide such additional information, as the Independent Certifier considers reasonably necessary to support the notice, to the Independent Certifier."
Thus:
"The data entered into the approved Pavement Management Model is delivered from two streams and may consist of ... updated PCI, SCI and SRI survey data and/or
...
re-setting of PCI, SCI and SRI following completion of interventions to individual RSLs.
For updated survey data the Independent Certifier shall validate through a 5% sample check of data that any updated survey results were obtained as follows:
... PCI - Deflectograph Falling Weight Deflectometer
...
SCI - DVI data collected in accordance with the latest version of the UKPMS Survey Manual using accredited DVI inspectors
SRI - collected using a SCRIM
The Independent Certifier shall run a report from the PMM to confirm that the most up to date data has been input to the PMM.
Where re-setting of the PCI, SCI and SRI following completion of interventions to individual RSLs has been undertaken. [sic] The Independent Certifier shall carry out a desk top audit to verify that the RSLs which have been treated are correctly reset to 'excellent' (in accordance with part 11 of schedule 2) within the PMM.
Having validated the input data the Independent Certifier shall verify that the output from the PMM meets or exceeds the individual Milestone District Targets for NCI as set out in the tables contained in schedule 2, Performance Standard 1A.
The Independent Certifier shall issue the appropriate certificate pursuant to clause 13."
"create and maintain a Management Information System".
Under 1.1.3:
"establish and maintain an accurate, auditable and efficient system for collecting, maintaining and reporting data".
Clause 2.2, under the heading, "Management Information System", provides as follows:
"2.2.1 The Service Provider shall procure a Management Information System in accordance with clause 19.1 of this Contract.
2.2.2 The Service Provider shall ensure that such Management Information System comprises without limitation those sub-systems detailed in paragraphs 2.2.2.1 to 2.2.2.11 below, and that all sub-systems which comprise the Management Information System are at all times interoperable and capable of interface with one another.
2.2.2.1 Project Network Inventory
(a) The Service Provider shall have in operation a Project Network Inventory.
(b) The Service Provider shall update the Project Network Inventory within five (5) Business Days of the time at which the Service Provider becomes aware or should have become aware of the replacement, addition or removal of the assets in or on the Project Network.
(c) The Service Provider shall ensure that the Project Network Inventory is accurate
...
2.2.3 The Service Provider shall ensure that all parts of the Management Information System are capable of being accessed at all times by the Authority
2.2.8. The Service Provider shall ensure the Management Information System ... interfaces with those systems of the Authority it is required to interface with ... is transparent; and ... is capable of audit."
"1. The Service Provider shall carry out those inspections, surveys, tests and assessments that it is required to carry out during the Contract Term, pursuant to clause 6 (Surveys and Inspections) of this Contract and in accordance with Method Statement 13 (Inspections, Assessments and Monitoring);
2. This schedule 11 sets out the specific Monitoring Methods required to monitor performance of the Services described in schedule 2 (Output Specification). In respect of each Monitoring Method set out within schedule 11, the Service Provider shall carry out monitoring against the Performance Targets as set out in schedule 2 (Output Specification). In addition, in respect of certain Performance Targets as set out below, the Service Provider shall carry out monitoring as specifically described in this schedule 11.
3. Monitoring Method A
The Service Provider shall carry out those inspections, surveys, tests and assessments to enable the Service Provider and the Authority to run the NCI Calculation Methodology, the FWCI Calculation Methodology, the KBCI Calculation Methodology, the VGCI Calculation Methodology and the CTCI Calculation Methodology at least once by 1 November of each Contract Year."
So far as the definition of the first of these is concerned by way of example, the NCI Calculation Methodology means "the NCI calculation methodology set out in paragraphs 1 and 2 of part 11 of schedule 2 (Output Specification)". Similar provisions are made in further paragraphs of Schedule 2 Part 11 to FWCI, KBCI, VGCI and CTCI.
"'MIS' means the electronic system comprising of the Project Network Inventory, Powered Apparatus Inventory, Underground Apparatus Inventory, Routine Maintenance Management System, Bridge Management System, Tunnel Management System, Structure Management System, Street Lighting Management System, Street Work Management System, Tree Management System and the Customer Care Management System to be provided and maintained by the Service Provider in accordance with this Contract".
So far as this particular Dispute is concerned, the only relevant electronic system is the Project Network Inventory.
"19.1.1 The Parties agree and acknowledge that, on or before the date of this Contract, the Authority has provided to the Service Provider all the data it holds on Confirm and BMX to enable the Service Provider to develop a Management Information System." (Confirm is defined as meaning "the proprietary software produced by Pitney Bowes for the maintenance and management of public infrastructure and assets").
"19.1.2 The Service Provider shall, from the Service Commencement Date until the MIS Upgrade Date, provide a Management Information System in accordance with the provisions of Table 8.1 in part 8 of schedule 2 ...
19.1.3 Subject to paragraph 2.2 of part 8 of schedule 2 ... with effect from the MIS Upgrade Date, the Service Provider shall procure that there is a Management Information System which complies with the provisions of column 5 of Table 8.1 in part 8 of schedule 2 ... that is fully operational in place for use in relation to the Project which shall:
19.1.3.1 accurately identify all of the Project Network Parts on the Project Network Inventory ...
19.1.3.2 comprise of the following systems:
(a) Project Network Inventory...
19.1.3.3 comply with the requirements of schedule 2
Reference to the Project Network Inventory means, in the Project Agreement:
"an electronic records system which records the following information in respect of all Project Network Parts (with the exception of Powered Apparatus and/or Underground Apparatus) and all other above ground assets pertaining to the Project Roads (whether maintained by the Service Provider or otherwise or owned by the Authority or a Third Party):
(a) data in relation to the nature of all current and historical faults and details of the steps taken in relation to the repair of such faults and all relevant response times;
(b) all other information which may be of relevance to the Authority having regard to any of its statutory responsibilities and functions (whether as Highway Authority and/or Lighting Authority under the Highways Act 1980, Best Value Authority under the Local Government Act or otherwise); and
(c) all other information required in accordance with this Contract;"
"19.2.1 From the Service Commencement Date the Service Provider shall accurately update the Project Network Model in accordance with Performance Standard 8 of schedule 2 (Output Specification) and shall ensure that the information contained it is up to date at all times.
19.2.2 The Authority shall, from time to time and at the reasonable request of the Service Provider, provide any necessary information reasonably required to update the Project Network Model".
"2.3.1 Where the Authority notifies the Service Provider of a change to the Project Network in accordance with this Contract, the Service Provider shall ensure that all information provided to the Service Provider by the Authority relating to such change is input into the Project Network Model within five (5) Business Days of the date of such notification unless otherwise agreed between the parties.
2.3.2 On each occasion where the Project Network Model is updated in accordance with paragraph 2.3.1 the Service Provider shall provide the Authority with an electronic copy of the updated Project Network Model within one (1) Business Day of the date on which the Project Network Model is altered in accordance with paragraph 2.3.1 above.
2.3.3 The Service Provider shall, from the Service Commencement Date, notify the Authority on a monthly basis of any amendments it would recommend to be made to the Project Network Model specifying all details and the reasons for such recommendation."
"The Authority may use the provisions of schedule 19 ... to Accrue or De-Accrue Project Network Parts except in the case of Structures ... The Parties agree and acknowledge that the Authority is not obliged to use the provisions of schedule 19 ... and may, if it requires, (at its sole discretion) change the Project Network Parts pursuant to schedule 18 "
So far as Change to Service is concerned, clause 39, under that heading, provides:
"39. Either Party may request a Change in accordance with the provisions of Schedule 18 ..."
"43.1.1.2 maintain and update the Management Information System in accordance with clause 19 and schedule 2 ..."
No reference is made to the Project Network Model.
"5.1. The Service Provider confirms that subject to 5.2, it has satisfied itself as to:
5.1.1. the condition and extent of the Project Network at the Pre-Commencement Survey Date (including the volume and type of Apparatus and Highway Trees); and
5.1.2. the work that it needs to carry out on the Project Network in order to comply with the requirements of schedule 2 "
Consideration has already been given to the requirements of Schedule 2 in respect of the Core Investment Period; and so far as the condition of the Project Network is concerned, details are contained in Method Statement 2, entitled "Network and Infrastructure Condition".
Method Statements
"2.60 The Service Provider shall appoint the Service Provider's Street Services Manager... who will have overall responsibility for delivery of PS1A
...
2.62. The Service Provider shall ensure that its Pavement Lifecycle Manager... shall report to the Service Provider's Highway Design Manager... and shall provide the key function of operating, updating and maintaining the Service Provider's Pavement Management Model (PMM). The PMM, as described below and in Method Statement 13: Inspections, Assessments and Monitoring, will be the Service Provider's main tool for calculating all Condition Indices in accordance with the Output Specification. The Service Provider shall use its PMM to I [sic] determine the annual investments required to upgrade and maintain those Project Roads held in the Project Network Model...
2.64. The Service Provider shall ensure that its Asset Manager shall report to the NM and work closely with the Pavement Lifecycle Manager. The Asset Manager shall provide the updated Detailed Visual Inspections (DVI) data and inventory updates necessary to run the PMM.
2.65. As set out in the strategy and methodology for Project Roads, the Service Provider has established what works it shall undertake during the CIP to meet the requirements of PS1A... the Service Provider shall direct its Planning Manager to use this information to develop the Annual Programme, Two Year Programme, the CIP programme and the Five-Year Indicative Programme and any other relevant Service Provider Programme. The Service Provider shall use the PMM to predict the work... As its knowledge of the Project Network increases and the CIP work proceeds, the Service Provider's Pavement Lifecycle and Asset Managers shall keep the condition of the Project Roads under continual review ... As soon as work is completed, the Service Provider shall update the various Inventories, models and systems in the MIS in accordance with contractual requirements.
2.67. The Service Provider shall direct that its Pavement Life cycle Manager shall ensure that the PMM is continually updated throughout the Contract Term ... The Service Provider shall run the PMM monthly during the CIP to confirm current Condition Indices ..."
"the Pavement Management Model agreed between the parties at the date of this Contract (a copy of which is annexed at Annexure 16) excluding the predictive functions of that model (including all related rules, functions and date) as updated from time to time in accordance with this Contract".
"2.75. The Service Provider has taken the network information contained in the UKPMS database (document reference 0626) to be the definition of the Project Roads.
2.81. During the bid period the Authority provided Deflectograph, SCRIM, Grip Tester, CVI and DVI data for parts of the Project Network within document 0626 'Latest UKPMS Tables" dated 23rd October 2008.
2.82. The most current of these datasets ... has been used to populate the Service Provider's PMM. These data sets have been supplemented by additional data collected by the Service Provider. Additional Deflectograph, Grip Tester and DVI data has been collected during the bid process. This additional data collection resulted in complete coverage for Districts 2, 8, 11 and 12 and in excess of 25% coverage in all other Districts.
2.83. The Service Provider has used its PMM (as described in Method Statement 13) to calculate the NCI and establish the long-term programmes of work and investment required as part of the Service Provider Programmes for the Project Network.
2.84. The PMM calculates the current condition of every section and sub-section against the Authority's performance criteria. This results in the production of a current pavement condition index (PCI), surface condition index (SCI), Skid Resistance index (SRI) and NCI at Road Section Length (RSL) level. It also calculates the NCI for each road hierarchy within each PFI District.
2.86. As described in Method Statement 13: Inspections, Assessments and Monitoring, the Service Provider's PMM not only calculates the current indices but it is also predictive, making use of deterioration modelling to predict future pavement performance without interventions. Where a pavement sub-section does not fail, the Service Provider has deteriorated the relevant NCI data in accordance with NCI Data Deterioration Principles as set out in Part 11 of Schedule 02 (Output Specification). This methodology allows the Service Provider to predict when a failure will occur and plan preventative maintenance ahead of that failure.
2.87. Through its planning processes, the Service Provider has grouped together failed sub-sections to varying extents, as appropriate, to determine the most suitable treatment over a contiguous section length. The grouping of sub-sections into contiguous treatment lengths will ensure that the resulting surfacing is generally uniform in nature, reducing the visual impact of works in the built environment.
2.88. The Service Provider has used its PMM to assess the full extent of the work it shall carry out, based on detailed analysis of PFI Districts 2 and 8 and PFI Districts 11 and 12 only. From this the Service Provider has determined the likely pavement performance and necessary investment profile required for the Contract Term. These PFI Districts are the ones for which the Authority has provided most complete datasets, particularly in terms of DVI data, and the Service Provider has supplemented this with DVI data of its own during due diligence to in excess of 99% coverage for PFI Districts 2 and 8 and PFI District 11. The Service Provider considers that these data sets provide greatest confidence in terms of likely starting conditions. There is sufficient network coverage provided from these PFI Districts for the Service Provider to consider the outputs to be representative of the whole Project Network. Using this extrapolation for the remaining PFI Districts, the Service Provider has calculated Condition Indices and investment works for the full Contract Term.
2.90. The Service Provider has developed its Programme of Surfacing Works for Year 1 Requirements for Carriageways, Footways, Verges and Kerbs based on the Authority's Programme of Surfacing Works for Year 1 (data room document 0627). The Service Provider has incorporated the data, collected from the additional surveys described above, into the PMM. This has enabled the Service Provider to identify additional schemes to be incorporated into its Annual Programme for Year 1.
2.92. The Service Provider shall direct its Pavement Lifecycle Manager to oversee the update of all condition data in line with the requirements of clause 6 of the Contract. The Service Provider shall ensure that machine data is collected and pre-processed by accredited and quality assured data collection Sub-Contractors, Sub-subcontractors or supply chain partners. Teams of inspectors working for the Asset Manager shall collect Detailed Visual Inspection data in-house. The collection of a complete dataset will eliminate the use of CVI data from the PMM and will reduce to an absolute minimum the use of data 'filling' techniques.
2.94. After the Service Commencement Date, the Service Provider shall apply updates to the PMM for the Authority's works actually carried out prior to Service Commencement. If any amendment is required arising from changes to actual works undertaken when compared against the Carriageway and Footway indicative maintenance programme 2009/2010 (data room doc 0647)... the Service Provider shall make application for any Unitary Charge adjustments in accordance with clause 5 of the Contract. During this period, the Service Provider shall work with the Authority to incorporate any Project Network changes arising from the New Build and Third Party Works, and assist in providing information for any change required in accordance with clause 37 of the Contract. The Service Provider shall update any changes to the Project Network Model carried out at this time, or at any time during the Contract Term, and provide them to the Authority in electronic format in accordance with paragraph 2.3, Part 8 Schedule 2 ..."
"2.169. Definitions of 'raw data', 'processed data', 'unrepresentative data' and 'survey data' have been included in the Table of Definitions at the beginning of this Method Statement.
2.170. Throughout the Project, the Service Provider shall collate condition data in accordance with clause 6... of the Contract and Method Statement 13 ... so that data can be used to monitor network performance and to calculate the condition indices in accordance with Part 11 Schedule 2 of the Contract.
2.712. The Service Provider shall undertake various validating processes to ensure that data is representative of the condition of the network which shall include:
(a) checking survey lengths against network lengths to ensure that the data meets the requirements of paragraphs of Part 11 Schedule 2 of the Contract
(b) confirming that the data is in the correct format and structure to be loaded into the MIS and PMM ..."
A similar approach is given to other parts of the network in addition to the carriageway and network condition in Method Statement 2 and the main body Project Agreement clause 5 which deals with the condition of the Project Network provides a reasonably clear and consistent provision of details.
Clause 6 and Method Statement 13
"6.1.1. The Service Provider shall undertake all inspections, surveys, tests and assessments and provide strategy documents and reports in accordance with 6.1... and clause 41.6 of the Highways Maintenance Code ... so that all the unprocessed data provided as a result of undertaking the inspections, surveys, and tests and assessments are available to:
6.1.1.1 the Authority to enable it to support a defence under section 58 of the 1980 Act
6.1.1.4. the Service Provider to run the NCI Calculation Methodology and the FWCI Calculation Methodology, the VGCI Calculation Methodology, the KBCI Calculation Methodology and the CTCI Calculation Methodology using the Pavement Management Model (and, for the purposes of this Contract, solely the Service Provider shall perform such calculations and such calculations shall only be performed using the Pavement Management Model).
6.1.1.A. The Service Provider may update the Pavement Management Model from time to time:
6.1.1.A.1. in accordance with any changes made to the Project Network Model pursuant to this Contract...
6.1.3. The Service Provider shall update the Service Provider Programmes to take into account:
6.1.3.1. the results of all inspections, surveys, tests and assessments ..."
"6.3.1. The Service Provider shall carry out Condition Surveys on all Project Roads annually for the duration of the Contract Term in accordance with this clause 6 and any applicable Highways Standards.
6.3.3. The Service Provider shall carry out Deflectograph Surveys annually during the Core Investment Period.
6.3.4. Following completion of the Core Investment Period, the Service Provider shall carry out Deflectograph Surveys...
6.3.5. The Service Provider shall ensure that the Deflectograph Surveys required to be carried out... are carried out in sufficient time ... so that the data is available to be used by the Service Provider to calculate the NCI using the Pavement Management Model and in accordance with the NCI Calculation Methodology ...
6.3.6. The Service Provider shall carry out DVI on a half of all:
6.3.6.1. Carriageways;
6.3.6.2. Footpaths;
6.3.6.3. Kerbs; and
6.3.6.4. Verges,
within the Project Network annually (so that a DVI is carried out on all Carriageways, Footpaths, Kerbs and Verges every two (2) years)."
Again, so far as any reference is made in clause 6 to the use of a data system, it is exclusively to the Pavement Management Model and there appears no express reference to the Project Network Model.
"2.171. The Service Provider shall take into account the results of tests and inspections pursuant to clause 6 ... of the contract in the Annual Programme.
2.192. The Service Provider shall adopt a 'fence to fence' maintenance approach methodology for completing Routine Maintenance activities. Dedicated district maintenance teams shall co-ordinate a number of works activities into a single visit, maximising delivery output, minimising disruption and providing best value."
[It is noted that the Project Agreement does appear to have reference to a 'fence to fence' but limited to the context quoted above]
"2.232. The Service Provider shall include in the MIS the following that makes up the Project Network Parts Register:
(a) Project Network Inventory
(b) Power Apparatus Inventory
(c) Underground Apparatus Inventory
2.235. The Service Provider shall create a programme of data collection to ensure all decision-making and review is carried out with correct information in order to give the Authority confidence in data consistency and that records management is completed within the asset database.
2.259. The Service Provider shall upload DVI survey data every day from the PDA either remotely or by docking with a computer on the Service Provider's network. The Asset Manager shall validate the data for Project Network fit and data integrity and converted to an HMDIF file using UKPMS accredited conversion software. Once validated the data shall be loaded into the Confirm PMS and the Service Provider's PMM.
2.664. The Service Provider shall use the results of tests and inspections pursuant to clause 6 ... of the Contract to inform the Annual Programme".
"2.1. This Method Statement 13, Inspections, Assessment and Monitoring sets out how the Service Provider shall comply with the requirements of clause 6 ... and how the Service Provider shall use the data collected as a result of the monitoring and reporting obligations set out in clause 43 ... and Schedule 11 ... This Method Statement also set out [sic] the Service Provider's response to the Authority questions contained in schedule 3
2.2. The Service Provider shall use the information arising out of all surveys, inspections, tests and assessments to draw up and update the Service Provider Programmes to bring the Project Network up to the required standards defined in schedule 2 ... and to continue to maintain the Project Network at the required level during the Contract Term to ensure safe passage for users of the Project Network.
2.4 The data from the various surveys and inspections will be key to managing the Project Network in line with Good Industry Practice and to inform the investment programmes."
As such, the introductory Service Delivery Statement agreed between BCC and ABHL is descriptive only and in terms of standard does refer to Good Industry Practice but little more.
"2.45 In order to enable the Service Provider to calculate the NCI during August of each Contract Year in accordance with Monitoring Method A, schedule 11 ... and each Contract Year in accordance with paragraph 6.3.5, clause 6 ... the Asset Manager shall ensure the Service Provider has programmed, carried out and processed all the Condition Surveys required. The Service Provider shall undertake a DVI survey in Contract Year (1) one for all Project Roads, including Carriageways, Footpaths, Cycle Tracks, Kerbs and hardened Verges, and then on each Project Road every two (2) Contract Years for the remainder of the Contract Term (so that after Year 1 the DVI is carried out on all Carriageways, Verges, Footpaths and Kerbs every two years). The Service Provider shall undertake Skid Resistance Surveys of all 'hierarchy 1 and 2' roads and Deflectograph Surveys on the Strategic Route and Main Distributor Network. Each inspections process is described in detail below.
2.46. The Service Provider shall ensure that all of the survey data referred to in paragraph 2.46 above is stored and referenced to the Project Network Model held as the Confirm UKPMS module forming part of the MIS. The Service Provider shall extract the required data from the UKPMS module to populate the PMM which shall be updated with data on a regular basis and the NCI shall be calculated no less frequently than required in the Contract and to support Milestone completion demonstration during the CIP. The NCI process is described in more detail in paragraphs 2.370 to 2.401 of this Method Statement".
The reference to 2.46 must, it appears, be to 2.45. Equally, it will be necessary to consider the relevant parts of 2.370 to 2.401 of Method Statement 13 to get a proper and fuller appreciation as to what this sub-clause means.
"2.109. The Service Provider shall use DVI surveys as the primary method to collect surface condition data in order to calculate: the Surface Condition Index ('SCI'); the Footway Condition Index ('FWCI'); the Verge Condition Index ('VGCI'); the Cycle Track Condition Index ('CTCI') and the Kerb Condition Index ('KBCI') in accordance with Part 11 of schedule 2:
2.115. The Service Provider shall carry out DVI surveys in accordance with the current UKPMS User Manual and the latest Department for Transport Guidance for the calculation of National Indicators.
2.116. The Service Provider shall ensure that DVI survey data is uploaded every day from the PDA either remotely or by docking with a computer. The data shall be validated by the Asset Management Team for Project Network fit and data integrity and converted to an HMDIF file using UKPMS accredited conversion software. The Asset Manager shall investigate any anomalies with the relevant DVI Inspector. If these cannot be resolved then any problem data shall be resurveyed. On passing validation the data shall be loaded within one (1) Business Day into the Confirm UKPMS module and then the PMM.
2.118. The Asset Manager shall run the PMM regularly during the CIP with the most current survey data to demonstrate the Service Provider's compliance with the Milestone District Targets in Part 1A of Schedule 2 ... The Service Provider shall use the most recent DVI surveys to inform and produce adjustments to the Service Provider's Annual Programme for the forthcoming Contract Year."
"2.370. From the date of the Contract the PMM shall be the Service Provider's tool for the calculation of the Network Condition Indices. The PMM has been verified by the Authority to correctly calculate NCI and FWCI at both Project Network and Road Section Length (RSL) levels.
2.371. The Pavement Manager shall have overall responsibility for the maintenance and operation of the PMM and the duties shall include:
(a) Maintenance of the Project Network Model;
(b) Ensuring the quality of any survey data entered into the PMM;
(c) Operation and maintenance of the PMM in accordance with this Method Statement
2.373. The Service Provider shall procure that the PMM is an SQL Server based suite of programmes which shall calculate all of the condition indices for this Project ...
2.374. The PMM shall use the Project Network Model as its base. The Project Network Model shall be the base, containing the Road, Footway, Verge, Cycle Track and Kerb Section Lengths, against which all condition data shall be referenced. The Project Network Parts shall hold records of the necessary definition data to permit allocation of each Road Section Length to its corresponding PFI District and Network Route Hierarchy or Footway Hierarchy.
2.375. The Service Provider shall maintain the Project Network Model throughout the Contract Term and [it] shall be updated from time to time in accordance with paragraph 2.3 Part 8 of schedule 2.
2.376. The Service Provider shall ensure that all survey data is collected in accordance with clause 6 ... of the Contract in order to enable the calculation of the condition indices ...
2.377. The Service Provider shall ensure that all surveys are loaded into the PMM as soon as practicable after results have been collected, processed through an appropriate and or [sic] accredited data management system ... This shall be an ongoing process throughout the Contract Year. However, the Service Provider shall ensure that annual survey programmes are completed in sufficient time to so [sic] that the data is available to calculate the Network Condition Indices using the PMM on the 1st November each year pursuant to clause 6.4.10
2.378. The Service Provider shall ensure that the PMM is programmed such that the calculation of current condition indices can be performed quickly and at any time. This functionality facilitates the calculation of indices at the six (6) Monthly Milestone step-up points during the Core Investment Period (CIP).
2.379. While the Milestones and annual Contract dates are key to performance monitoring, the PMM shall be undergoing almost continual updates as new survey datasets are collected throughout the Contract Year and as the outcomes of works (or treatments) are entered.
2.384. The PMM shall be programmed to compute all outputs required to demonstrate compliance with the Contract.
2.386. Additionally for Part 1A the PMM shall be used to calculate:
(a) Number of failed road section lengths (RSLs) at XSP level
(b) Number of poor or failed Footway, Verge, Cycle Track and Kerb section lengths at XSP level".
"During BaFO refresh, Amey has attended a number of meetings with representatives of the Authority to demonstrate that the Service Provider's PMM calculates condition indices which are correct. At these meetings some very minor differences were noted, but these differences have only occurred due to slightly different approaches to the way in which defects or condition measures are related to the underlying network. The Service Provider believes that both approaches are equally merited, and that it has demonstrated to the Authority's representatives that the Service Provider's calculations are therefore wholly valid. The Service Provider believes that the Authority's representatives are satisfied that the Service Provider's calculations are therefore correct, that they accurately describe the condition of the Assets and that they shall therefore provide legitimate reports of the levels of service achieved by the Service Provider as the Contract intends.
If required, during preferred bidder, the Service Provider shall liaise with the Authority to further confirm the compliance of the Service Provider's PMM.
2.396. Prior to the date of this Contract, the Authority tested and verified that the Service Provider's PMM correctly calculates the condition indices. At the date of this Contract each Party has a certified copy of the Service Provider's PMM
2.400. No changes shall be made to the certified copy of the Service Provider's PMM without the agreement of all interested parties to the Contract in accordance with the Contract. Should each Party agree to a change then, following software changes and compliance testing, a revised certified copy shall be issued to each Party. If subsequent to the change the Service Provider's PMM is found to incorrectly calculate the condition indices then the previous certified and agreed version of the software will be reinstated and the condition indices recalculated.
2.401. Throughout the Contract Term, the Authority ... may audit the PMM or undertake parallel calculations using its own model or systems."
"54.4.1. The Service Provider shall be deemed to have:
54.4.1.1. satisfied itself as to the assets to which it will acquire rights and the nature and extent of the risks assumed by it under this Contract; and
54.4.1.2. gathered all information necessary to perform its obligations under this Contract and other obligations assumed, including:
(a) information as to the nature, location and condition of the Project Network
54.4.2. Save as expressly set out in clauses 54.4.1.3 to 54.4.1.5, the Service Provider shall not in any way be relieved from any obligation under this Contract nor shall it be entitled to claim against the Authority on grounds that any information, whether obtained from the Authority or otherwise ... is incorrect or insufficient and shall make its own enquiries as to the accuracy and adequacy of that information."
Such undertakings are quite usual in contracts of this type and are of a general nature. It, in a sense, converts a general obligation set out above into a warranty to avoid ABHL from escaping their obligations contained in the Project Agreement, and nothing in this clause appears to lend weight either way to the matters set out above.
"The Service Provider shall, subject to 55.2 ... be responsible for and shall release and indemnify the Authority, its employees, agents and contractors on demand from and against, all liability for:
55.1.1. death or personal injury;
55.1.2. loss of or damage to property ...;
55.1.3. breach of statutory duty; and
55.1.4. third party actions, claims, demands, costs, charges and expenses ...;
which may arise out of, or in consequence of:
55.1.5. the design installation, operation or maintenance of the Project Network excluding Privately Maintainable Public Rights of Way; or ...
55.1.7. the performance or non-performance by the Service Provider of its obligations under this Contract
and (without limitation to the generality of clauses 55.1.5 to 55.1.8 inclusive) which may specifically include:
55.1.9. the failure by the Service Provider to keep the Management Information System and/or the Project Network Model up to date at all times".
7. Subsequent Facts
Practical effects
"21
(1) The Network Condition Index or NCI. This means the index representing the condition of RSLs in the Project Area . There are 4 separate NCI calculations for Carriageways: NCImain (which relates to the Strategic Route and Main Distributor Network); NCIsec (which relates to the Secondary Distributor Network); NCIlink (which relates to the Link Road Network) and NCIlocal (which relates to the Local Access Road Network). NCImain is calculated by reference to 3 other indices: the Pavement Condition Index or PCI; the Skid Resistance Index or SRI; and the Surface Condition Index or SCI. Each of those indices is to be calculated in respect of, and by reference to, a Road Section Length or RSL. [Similar agreements arise in respect of the Footway Condition Index, the Verge Condition Index, the Kerb Condition Index and the Cycle Track Condition Index.]
(2) The Footway Condition Index or FWCI. This means the index representing the condition of Footways in the Project Area . There are 2 separate FWCI calculations: for FWCIpres (which relates to the Prestige, Primary and Secondary Footway Network); and FWCIlink (which relates to the Link and Local Access Footway Network). Each of those indices is to be calculated in respect of, and by reference to, a Footway Section Length or FSL .
(3) The Verge Condition Index or VGCI. This means the index representing the condition of Verges in the Project Area . VGCI is calculated in respect of, and by reference to, a Verge XSP Length.
(4) The Kerb Condition Index or KBCI. This means the index representing the condition of Kerbs in the Project Area . KBCI is calculated in respect of, and by reference to, a Kerb XSP Length. This is the same as a Kerb Section Length or KSL (or KBSL).
(5) The Cycle Track Condition Index or CTCI. This means the index representing the condition of Cycle Tracks in the Project Area . CTCI is calculated in respect of, and by reference to, a Cycle Track XSP Length. This is the same as a Cycle Track Section Length or CTSL.
22. XSP means cross-sectional position. This is a standard industry term which is used to describe inventory items (such as carriageways, footways, verges, kerbs, etc.) by their position relative to the centreline of a carriageway ."
"9. ABHL's change in approach after Milestone 5 first came to light in or about February 2014 when Sharon Lee (who worked as a Strategic Director for the Authority at the time) asked my team to investigate why work on a particular cul de sac (Moor Leasow) had been done in a particularly strange way.
10. ABHL had only been treating the left footway on Moor Leasow, even though both Footways were in a very similar condition. This was puzzling
11. The difference between the default inventory and the actual inventory can be seen from the following photograph of Moor Leasow [and he attaches a photograph to his witness statement
17. Mr Wilcox [at ABHL] emailed me that morning (still 11 February) with his response:
"You are spot on with your observation of the length of R1 as only the frozen default inventory data is being used for the model calculations at the moment. This, as you have pointed out, will water down the effect of the defects found in R1 and consequently will give R1 an artificially high FWCI value..."
19. I have accessed DRD 0626 to check the default inventory for Moor Leasow ... in the default inventory in MINV, both Footways are recorded as having a length of 238 metres (with a default width of 1.8 metres). The default inventory always assumes that each Carriageway has corresponding right and left Footways of the same length and the Carriageway has standard widths
22. ABHL has sought to take advantage of this difference:
22.1. By relying on the static DRD 0626, ABHL classifies the non-existent 109 metres of Footway on the right side of the road as always being in excellent condition, i.e. no deterioration is recorded since the Footway does not exist. This is because the Pavement Management Model only looks for data which shows deterioration in calculating indices. If there is no data, because (i) there is no deterioration, or (ii) there is no Footway in existence from which to collect it, it will treat the section of Footway as having no minor or no major deterioration;
22.2. The condition indices for the right side Footway are therefore calculated on the basis that 109 metres of the 238 metres is in excellent condition. This in turn means that the condition indices for the whole 238 metres are skewed, as even when the remaining 129 metres is in poor condition the overall condition of the Footway is artificially inflated by the non-existent section being in 'excellent' condition;
22.3. ABHL's performance is accordingly falsely over-stated by the Pavement Management Model, which in turn impacts on the Pavement Management Model's ability to predict future treatment works and produce appropriate programmes".
Mr Betts considered that until Milestone 5, which was certified on 26 November 2012, BCC understood that ABHL was (rightly) performing works to the actual inventory on a 'fence to fence' basis. Thereafter, ABHL changed its approach to limit the works to a default inventory.
"45. Gayhurst Drive is an example where the default inventory is less than the actual inventory ... Gayhurst Drive is a cul-de-sac with turning heads where ABHL has failed to resurface the corners of four turning heads at the end of the cul-de-sac. The works were carried out by ABHL between 14 and 15 July 2014. [The relevant monitor sheets and photographs were then provided.]
52. Crowhurst Road is an example where on ABHL's approach the condition data inputted into the Project Network Model does not marry up with the inventory data which leads to the condition data being 'dropped' from the Project Network Model and the Pavement Management Model as ABHL refuses to update the inventory data.
53. This is directly contrary to UKPMS guidance ..."
He provides photographs of Crowhurst Drive to illustrate the point. Blown up versions of those photographs became exhibits D1 to D3 inclusive.
"56. The following is a diagrammatical representation of Crowhurst Road based on the actual inventory as collected by ABHL through DVI surveys".
That document then became exhibit D5 and shows across the highway, including the Verges, the relevant measurements.
"58. The following is a diagrammatical representation of Crowhurst Road based on the default inventory data included in DRD 0626 [That then became exhibit D4 which, again, illustrates the relevant measurements across the road]
60. On ABHL's current approach, it is only required to treat features L1 and R1 and not the actual Footways (which are features L2 and R2). This is what ABHL has done ..."
The photographs given to illustrate that became exhibits D3 and D4.
"61. It can be seen that the hard Verge has been resurfaced whilst the cracked flags all along the Footway of L2 have been ignored despite their obvious need for remediation. This not only looks very unattractive but has led to a complaint from a resident about the trip hazards caused by the cracked flags "
Accordingly, Mr Betts considers that ABHL's approach is illogical in respect of its treatment on the ground and it results in certain parts of the Project Network never being treated. This appears to explain his conclusion that if ABHL are required to update the inventory data in the Project Network Model then the entire Project Network will be correctly treated and such an illogical approach as shown in the photographs will no longer take place on the Roads and Verges in Birmingham.
"22. Mr Betts is incorrect to say that "ABHL has sought to take advantage" of the fact that the PNM records default data for XSP R1 at Moor Leasow ... we are simply calculating the Condition Indices by reference to the PNM.
23. Mr Betts is also incorrect that the FSL at L1 at Moor Leasow "will be treated more regularly" than that at R1 As Mr Betts points out, the L1 FSL already has a score of 6.68, which means that it is in fair condition and would not contribute negatively to ABHL's meeting the relevant District level FWCI target of 6.6 for Milestone 10. Since the PMM does not algorithmically deteriorate condition data for FSLs, assuming that the Major and Minor deterioration found during subsequent DVI surveys did not bring the FSL into poor or failed condition or threaten the relevant District level FWCI, the FSL might never be treated during the remaining life of the Project Agreement. It is worth mentioning in this regard that the main source of deterioration of off-Carriageway XSPs is when heavy vehicles mount the kerb and drive over them ... This means that an FSL, say, in fair condition can be instantaneously put into failed condition if driven over by an HGV for any significant distance. This equates to an [sic] sudden extreme rate of deterioration that cannot be predicted at all."
"31. As I have explained ... the SCI calculation for an RSL is a length weighted average over the length of all Carriageways XSPs within the RSL. The XSPs "-R1" and "L1" are Carriageway XSPs that can be used to describe turning heads ... Therefore, if the area shaded in blue in Mr Betts' depiction ... were recorded by reference to those XSPs ... then given their size relative to the remainder of the Carriageway, and as Mr Betts himself points out ... any omission of condition data for those areas in the calculation of the SCI for Gayhurst Drive would have only a minimal effect on its outcome.
32. Mr Betts refers to the live inventory data ... However, that is a combination of data dated 31 July 2014 and (for one line entry) dated 30 January 2014. I append the whole of the data for 30 January 2014 and 31 July 2014, which shows that the configuration of Gayhurst Drive has been treated slightly differently in those two surveys
33. Mr Betts' comments about the quality of the work on Gayhurst Drive are irrelevant to the issues in dispute ... It is not the function of the PNM inventory to determine the required standard of the work under the Output Specification".
"34. Mr Betts is incorrect that hard Verges and Footways can be distinguished by the materials used to construct them ...: they can both be surfaced with flagstones or bitumen ... and thus the defects that can affect them are the same... The decision whether to classify something as a Footway or a hard Verge is at the discretion of the inspector who conducts the survey. A good example of something that might be classified as a hard Verge is an area surfaced in bitumen at XSP R1, say, that has a wider area surfaced with paving slabs to the right of it at XSP R2.
35. Mr Betts' analysis of the position as regards ABHL's approach to Crowhurst Road is inaccurate in the following respects:
35.1. Trip hazards are dealt with following resident complaints and/or safety inspections of the Footway in accordance with our obligations under Performance Standard 2
35.2. Condition data recorded as relating to one inventory type during a DVI survey cannot be recorded in either CONFIRM or the PMM against inventory data of another type
35.3. The Footway at L2 and R2 is subject to safety and service inspections and maintained in accordance with our obligations under Performance Standard 2
35.4. Where there is no condition data recorded at all for an FSL during a DVI inspection, the PMM reverts to the latest available DVI data. If there is no DVI data available at all for the FSL, then the PMM assigns the District average to the FSL. This means that in Mr Betts' hypothetical example where there are actually grass Verges in positions L1 and R1 'on the ground', but default data for those XSPs in the PNM
35.4.1. there would be no previous DVI data available in the PMM for the FSLs recorded in positions L1 and R1 in the PNM, because DVI inspectors do not record defect data at all for grass Verges during condition surveys ...
35.4.2. therefore the PMM would assign the District average condition to the FSLs recorded in positions L1 and R1 in the PNM, not "excellent condition".
Independent Certifier
"The Independent Certifier shall not:
5.1. make or purport to make any alteration or addition to or omission from the Output Specification (including, without limitation, the setting of performance standards) or issue any instruction or direction to any contractor or professional consultant employed or engaged in connection with the Project; or
5.2. unless both the Authority and the Service Provider consent in writing consent or agree to any waiver or any release of any obligation of the Authority or the Service Provider under the Project Agreement or of any contractor or professional consultant employed or engaged in connection with the Project;
for the avoidance of doubt, the Independent Certifier shall not express an opinion on and shall not interfere with or give any advice, opinion or make any representation in relation to any matters which are beyond its role or responsibilities under this Deed".
"Dear Sirs
Birmingham City Council Highways Maintenance & Management Service PFI
With reference to (a) the Project Agreement entered into between the Authority and the Service Provider dated 06/05/2010 (the "Project Agreement") (b) the Deed of Appointment entered into between us, the Authority and the Service Provider, we hereby as Independent Certifier having exercised reasonable skill and care do hereby certify and confirm that the Condition Indices achieved for Milestone 2 are shown in Table 1.2b and the Milestone 6 targets are shown in Table 1.6 "Summary of Milestone 6 District Targets". The actual condition achieved is shown in the Table 1.6b "Summary of Milestone 6 Performance with Figures Actually Achieved".
These work totals have been completed subject to those Minor Snagging Items detailed in the zip file 5071401/MS6/001.
In accordance with clause 13 of the Project Agreement and Schedule 15 (Milestone Completion Criteria), Milestone Completion (Milestone 6) has therefore been achieved."
"This certificate is issued in accordance with Clause 13.2.2.1 of the Project Agreement. Issue Date of Certificate of Completion 30th May 2013
Signature of Independent Certifier".
This particular document is signed by Mr IA Paterson.
"8. In light of clause 5 and in particular Milestone Completion Criteria set out in Schedule 15 of the Project Agreement, I did not, and still do not, believe that it was within the scope of the Independent Certifier's authority to consider or determine
(i) whether or not ABHL was obliged to perform the services under PSI in accordance with the default inventory or the actual inventory; or
(ii) whether ABHL was contractually obliged to update the Project Network Model (and thus the Pavement Management Model) using the actual inventory.
9. By "actual inventory" I mean the real features of the relevant asset, obtained by direct survey. By "default inventory" I mean any industry averages which have been entered against an asset in a database but have not been obtained by a direct survey of the asset."
Mr Moss therefore does not appear to purport to assist the court in the obligations of the Project Agreement in respect of the Project Network Model and the need for its updating or otherwise. Mr Moss then proceeds to explain how the certification process took place, which is described in the following:
"10. When I perform (and have performed) the milestone certification process I seek to undertake this in accordance with the Milestone Completion Criteria in Schedule 15 of the Project Agreement.
11. The process starts upon ABHL notifying the Independent Certifier when it believes Milestone Completion or Partial Milestone Completion has been achieved. ABHL produces a QITP Certificate (an internal quality assurance document) which confirms that the works have been completed and that ABHL is satisfied with those works. In practice, ABHL and the Authority wrote jointly in order to confirm any practical variations which had been agreed so that any agreed variations required to meet Milestone Completion were clear to the Independent Certifier. The Independent Certifier then notifies ABHL of the data it intends to inspect as part of the 5% sample audit.
12. In accordance with Schedule 15 I am not required to carry out any site inspections on carriageways, footways, verges, kerbs or cycle tracks (after Milestones 1 and 2). In order to carry out the milestone certification process, I audit a sample of the data on a desktop basis.
13. As such, I check the input data as defined in Schedule 15 within the model provided to me by ABHL (which may have been produced on a default or live basis) to consider the Network Condition Indices. However, I did not certify the position regarding the inventories used as I did not believe we were required to do so.
14. Pages 4-5 of the Milestone Completion Criteria (in Schedule 15 of the Project Agreement) deal with the NCI criteria and sets out the test procedures to be followed
15. This data therefore includes PCI, SCI and SRI survey results and any agreed resetting of the PCI, SCI and SRI values following the completion of interventions based on revisions after the survey was done: i.e. where ABHL have carried out works after the original survey was done. Although the inventory data was collected as part of the survey, the inventory was not checked to see whether it was the default or live inventory as I did believe that was not part of the Independent Certifier's role under Schedule 15.
17. There is a reference above to the Independent Certifier running a report from the PMM (Pavement Management Model). For the sake of completeness, I should confirm that it was not possible for the consultant working for ABHL to run such a report from the PMM and so the Independent Certifier attended the consultant's offices in Nottingham to review the data. This revised process was agreed between the parties prior to Milestone 1. As above, although the actual inventory data had been collected as part of the surveys, I did not consider that it was part of the Independent Certifier's role to check that part of the data.
18. In my view, the reference to up to date data having been put onto the PMM is referring to the surveys and any resetting data (for example as set out in page 4 of Schedule 15 as quoted above). However, I do not believe that I had to check whether default or actual inventory was used in the PMM (or whether updated actual inventory was inputted into the PMM) as I do not consider that there is a requirement for that inventory to be checked by the Independent Certifier.
19. The role of the Independent Certifier was designed by the Project Agreement to be a relatively high level role. Given the information provided to the Independent Certifier and my understanding of the scope of the role set out in Schedule 15, it was never the Independent Certifier's intention or role to determine the matters currently in dispute between the parties."
From this description procedure, it is quite apparent that the Independent Certifier appreciated the workings of Schedule 15 as a criteria and the need for a 5 per cent review; and also that in carrying out that exercise reference was made to the PMM, which is what Schedule 15 refers to. In that regard it does not appear that the Certifier was asked or indeed did consider the Project Network Model as the basis for his certification process.
"24 November 2014
4. The Authority's view is that the Contract requires the Network Condition Indices to be calculated using the Project Network Inventory, which reflects the actual inventory of Project Network Parts. The Service Provider is using the original inventory (including default inventory, rather than the actual Carriageway and Footway widths and areas) in the Project Network Model to input to the Pavement Management Model. This results in incorrect outputs from the Pavement Management Model in respect of measurement of current NCIs and therefore also the consequential works required to be carried out. If you need further information to explain the issue, please let me know and I will be pleased to provide further details."
"1 December 2014
I have considered your representation (in accordance with clause 13.1.3) that Atkins, as the Independent Certifier (IC), consider whether we are able to certify the NCIs as part of Milestone 9. From our commercial review of the Deed of Appointment of the Independent Certifier, our contractual obligations are to evaluate Milestone 9 and make an independent judgement on whether this milestone has been achieved in accordance with the Milestone Completion Criteria defined in Schedule 15 of the Project Agreement. Not proceeding with the evaluation and the issuing of the certification could result in Atkins breaching our contractual role as an Independent Certifier
Clause 2.3 requires that Atkins provides the Services independently, fairly and impartially and 2.2.1 requires Joint Notice from the Counterparties to request any Varied Services. Not certifying on the basis of a dispute could be in breach of our obligations.
Limitations on Authority in clause 5 of the Deed state that the IC [the Independent Certifier] shall not express an opinion on and shall not interfere with or give any advice, opinion or make any representation in relation to any matters which are beyond its role and responsibilities under the Deed.
With the lack of any specific clause relating to the obligations of the IC in a dispute situation Atkins feel we are obliged to proceed with the evaluation of Milestone 9 following the scope of services defined in our Deed of Appointment.
Nevertheless, bearing in mind the ongoing dispute between the Authority and the Service Provider, I propose to add the attached note to the front page of the Certificate for Milestone 9:
Note: The actual indices achieved shown in Table 1.9b are calculated using the original Pavement Management Model. The Independent Certifier recognises that the Authority and the Service Provider are in dispute regarding the validity of the Project Network Model and Project Network Inventory and any change to the Project Network Model or Project Network Inventory could change the numbers in Table 1.9b".
The use of this note and, indeed, the letter makes it reasonably plain that the Independent Certifier appreciated that they had to use the Pavement Management Model as the basis for certification, but that changes in the Project Network Inventory or the Project Network Model "could" change the numbers contained in table 1.9b, that is to say the summary of Milestone 9 Actual Condition Indices Achieved. It has been noted that reference is made to the Project Network Model, in the alternative to the Project Network Inventory, and therefore it will be a matter of construction of the Project Agreement as to which, if any, of those have relevance or are required for the purposes of certification.
8. Law
"14. There is no dispute that the principles on which a contract (or any other instrument or utterance) should be interpreted are those summarised by the House of Lords in Investors Compensation Scheme v West Bromwich Building Society [1998] 1 WLR 896, 912-913. They are well known and need not be repeated. It is agreed that the question is what a reasonable person having all the background knowledge which would have been available to the parties would have understood them to be using the language in the contract to mean. The House emphasised that "we do not easily accept that people have made linguistic mistakes particularly in formal documents" (similar statements will be found in Bank of Credit and Commerce International SA v Ali [2002] 1 AC 251 ) but said that in some cases the context and background drove a court to the conclusion that "something must have gone wrong with the language". In such a case, the law did not require a court to attribute to the parties an intention which a reasonable person would not have understood them to have had."
Lord Hoffmann then continued, between paragraphs 16 and paragraph 26, to review the decision of the Court of Appeal and, in particular, agreed with the dissenting opinion of Lawrence Collins LJ he thought that to interpret the definition of "ARP" in accordance to the ordinary rules of syntax would make no commercial sense.
"14. For the most part, the correct approach to construction of the bonds, as in the case of any contract, was not in dispute. The principles have been discussed in many cases, notably, of course, as Lord Neuberger of Abbotsbury MR said in Pink Floyd Music Ltd v EMI Records Ltd [2010] EWCA Civ 1429, para 17 by Lord Hoffmann in Mannai Investments Co Ltd v Eagle Star Life Assurance Co Ltd [1997] AC 749, passim, in Investors Compensation Scheme Ltd v West Bromwich Building Society [1998] 1 WLR 896, 912F to 913G, and in Chartbrook Ltd v Persimmon Homes Ltd (Chartbrook Ltd Part 20 defendants) [2009] AC 1101, paras 21-26. I agree with Lord Neuberger (also at para 17) that those cases show that the ultimate aim of interpreting a provision in a contract, especially a commercial contract, is to determine what the parties meant by the language used, which involves ascertaining what a reasonable person would have understood the parties to have meant. As Lord Hoffmann made clear in the first of the principles he summarised in the Investors Compensation Scheme case [1998] 1 WLR 896, 912H, the relevant reasonable person is one who has all the background knowledge which would reasonably have been available to the parties in the situation in which they were at the time of the contract."
Lord Clarke then went on to consider what the proper approach was between paragraphs 21 to 30 inclusive, and in particular in paragraph 21 noted that the language used by the parties would often have more than one potential meaning. He accepted the submissions made on behalf of the appellants that the exercise of construction is essentially one unitary exercise in which the court must consider the language used and ascertain what a reasonable person, that is a person with all the background knowledge, which would reasonably have been available to the parties in the situation in which they were at the time of the contract, would have understood the parties to mean. In doing so, the court must have regard to all the relevant surrounding circumstances. And if there are two or more possible constructions the court was entitled to prefer the construction which is consistent with business common sense and reject the other.
"14. Over the past 45 years, the House of Lords and Supreme Court have discussed the correct approach to be adopted to the interpretation, or construction, of contracts in a number of cases starting with Prenn v Simmonds ... and culminating with Rainy Sky SA v Kookmin Bank ...
15. When interpreting a written contract, the court is concerned to identify the intention of the parties by reference to "what a reasonable person having all the background knowledge which would have been available to the parties would have understood them to be using the language in the contract to mean, to quote Lord Hoffmann in Chartbrook Ltd v Persimmon Homes Ltd para 14. And it does so by focussing on the meaning of the relevant words, in this case the clause 3(2) of each of the 25 leases, in their documentary, factual and commercial context. That meaning has to be assessed in the light of (i) the natural and ordinary meaning of the clause, (ii) any other relevant provisions of the lease, (iii) the overall purpose of the clause and the lease, (iv) the facts and circumstances known or assumed by the parties at the time that the document was executed, and (v) commercial common sense, but (vi) disregarding subjective evidence of any party's intentions. In this connection see Prenn v Simmonds 1384-1386; Reardon Smith Line Ltd v Yngvar Hansen-Tangen (trading as HE Hansen-Tangen) [1976] 1 WLR 989, 995-997, per Lord Wilberforce; Bank of Credit and Commerce International SA v Ali ... para 8, per Lord Bingham of Cornhill and the survey of more recent authorities in Rainy Sky , paras 21-30, per Lord Clarke of Stone-cum-Ebony JSC.
16. For present purposes, I think it is important to emphasise seven factors.
17. First, the reliance placed in some cases on commercial common sense and surrounding circumstances (eg in Chartbrook , paras 16-26) should not be invoked to undervalue the importance of the language of the provision which is to be construed. The exercise of interpreting a provision involves identifying what the parties meant through the eyes of a reasonable reader, and, save perhaps in a very unusual case, that meaning is most obviously to be gleaned from the language of the provision. Unlike commercial common sense and the surrounding circumstances, the parties have control over the language they use in a contract. And, again save perhaps in a very unusual case, the parties must have been specifically focussing on the issue covered by provision when agreeing the wording of that provision.
18. Secondly, when it comes to considering the centrally relevant words to be interpreted, I accept that the less clear they are, or, to put it another way, the worse their drafting the more ready the court can properly be to depart from their natural meaning. This is simply the obverse of the sensible proposition that the clearer the natural meaning the more difficult it is to justify departing from it. However, that does not justify the court embarking on an exercise of searching for, let alone constructing, drafting infelicities in order to facilitate a departure from the natural meaning. If there is a specific error in the drafting, it may often have no relevance to the issue of interpretation which the court has to resolve.
19. The third point I should mention is that commercial common sense is not to be invoked retrospectively. The mere fact that a contractual arrangement, if interpreted according to its natural language, has worked out badly, or even disastrously, for one of the parties is not a reason for departing from the natural language. Commercial common sense is only relevant to the extent of how matters would or could have been perceived by the parties, or by reasonable people in the position of the parties, as at the date that the contract was made. Judicial observations such as those of Lord Reid in Wickman Machine Tools Sales Ltd v L Schuler AG ... 251 and Lord Diplock in Antaios Cia Naviera SA v Salen Rederierna AB (The Antaios) ... 201, quoted by Lord Carnwath JSC at para 110, have to be read and applied bearing that important point in mind.
20. Fourthly, while commercial common sense is a very important factor to take into account when interpreting a contract, a court should be very slow to reject the natural meaning of a provision as correct simply because it appears to be a very imprudent term for one of the parties to have agreed, even ignoring the benefit of wisdom of hindsight. The purpose of interpreting is to identify what the parties have agreed, not what the court thinks they should have agreed. Experience shows that it is by no means unknown for people to enter into arrangements which are ill-advised, even ignoring the benefit of wisdom of hindsight, and it is not the function of a court when interpreting an agreement to relieve a party from the consequences of his imprudence or poor advice. Accordingly, when interpreting a contract a judge should avoid re-writing it in an attempt to assist an unwise party or to penalise an astute party.
21. The fifth point concerns the facts known to the parties. When interpreting a contractual provision, one can only take into account facts or circumstances which existed at the time that the contract was made, and which were known or reasonably available to both parties. Given that a contract is a bilateral, or synallagmatic, arrangement involving both parties, it cannot be right when interpreting a contractual provision, to take into account a fact or circumstance known only to one of the parties."
"He illustrated the other side of the coin by quotations from Lord Reid in Wickman Machine Tools Sales Ltd v L Schuler AG ... 251: "The fact that a particular construction leads to a very unreasonable result must be a relevant consideration. The more unreasonable the result, the more unlikely it is that the parties can have intended it, and if they do intend it the more necessary it is that they shall make that intention abundantly clear." and Lord Diplock in Antaios Cia Naviera SA v Salen Rederierna AB (The Antaios) ... 201: "If detailed and syntactical analysis of words in a commercial contract is going to lead to the conclusion that flouts business common sense it must yield to business common sense."
9. Issue 1 Scope of the Agreement as set out in the Dispute
"the Service Provider's obligation to perform the Core Investment Works and meet the PS1 requirement extend to the Project Network as a whole and not the Project Network as defined by the PNM contained in DRD0626".
"ABHL's obligations to perform the Core Investment Works and meet the requirements of Performance Standard 1 extend to the Project Network as a whole and are not limited to the RSLs as recorded in the Project Network Model contained in DRD0626".
The additional words added by the Adjudicator, namely "and are not limited to the RSLs", were included as the result of the construction that the Adjudicator came to as to the true and proper meaning of "RSL", in particular as set out in paragraph 56 and 61 of the Adjudicator's Decision.
"70. The point is simply a bad one. It is not a natural reading of the words. It does not fit with the provisions in Part 11 of Schedule 2 (in particular those requiring the use of the length in the PNM). It does not fit with the definitions of the other sections lengths (FSL, VGSL, KSL and CTSL ...), And, most simply of all, it cannot work as a reading of the definition because there are no "Nodes set out in the PNM". The parties agree that the PNM does not expressly contain Nodes, being the five figure identifiers as defined in the Project Agreement ... Had the point been raised by the Adjudicator at the hearing or before he issued his Decision, no doubt this would have been pointed out to him."
This is an expansion of ABHL's pleaded case set out above.
"19. The Project Agreement requires ABHL to perform Core Investment Works across the entire Project Network. All the data from surveys (including condition and inventory data) is collected and input into the database, the Project Network Model. The condition data marries up with the inventory data. The survey data is then processed by the Pavement Management Model, which (i) produces condition indices which should reflect the actual condition of the Project Network; and (ii) should enable work to be carried out across the Project Network in an efficient order (e.g. parts of the Project Network in a worse condition are treated first)."
"Paragraph 56, the Adjudicator sets out the contractual definition of, "RSL". Then in paragraph 61, over the page, page 13, he gives his construction of the term, "RSL", so that he reads the words, 'In the Project Network Model', as qualifying only the words, "Between consecutive nodes". So he reads it as meaning "RSL would mean the extent of a part of a project road as represented between two consecutive nodes which nodes are set out in the PNM".
Now, my Lord, that was not an argument which was advanced before him by the Authority, so not an argument to which we had an opportunity to respond. It simply does not work. It is not the natural reading of the words, first.
Secondly, it doesn't fit with all of the other provisions in Part 11 of Schedule 2 which tie one back to the Project Network Model which I have been through this morning with your Lordship.
Thirdly, it doesn't fit with the definition of the other section lengths which are referred to in the Project Agreement. Those are the Footway Section Length, the Verge Section Length, the Cycle Track Section Length, and the Kerb Section Length. I will just give you one as an example, but the same point applies in relation to each of them. I am going to do that by reference to the definition of Footway Section Length which your Lordship will find in Bundle D2 at page 528. My Lord, in each case, these are the definitions, just as, "RSL", is used in the calculation of the NCI, so Footway Section Length is used for the calculation of FWCI, verge for VGCI, so on and so forth.
Footway Section Length is defined towards the bottom of page 528 as: "A length of footway associated with a Road Section Length for an individual Cross-sectional Position identified in the Project Network Model".
Again, my Lord, in clear terms, tying back to the Project Network Model, and the Adjudicator didn't grapple with how that definition was to be passed, and you cannot pass it in any way that removes reference to the Project Network Model.
Indeed, finally, and fourthly, even the Adjudicator's reading of, "Road Section Length", cannot work on its own terms. He reads the in the PNM as qualifying only consecutive nodes. My Lord, there are no nodes in the PNM, and that is common ground between the parties. The reference is paragraph 25 of the Schedule of Agreed Facts at B/8/163."
It is acknowledged that this is not an appeal from the Adjudicator's Decision but a hearing de novo.
"'Project Roads' means those Carriageways, Footways, Kerbs, Verges, Footpaths and Cycle Tracks identified in the Highway Register ..."
"32. The scope of ABHL's Core Investment Works is clearly defined in Performance Standard 1 of the Output Specification (Schedule 2 of the Project Agreement) by reference to the Project Network. Thus paragraph 1.1 of the Required Outcomes in Performance Standard 1 ... stipulates that:
"The Service Provider shall comply with the provisions of this Performance Standard 1 and ensure that at the end of the Core Investment Period and thereafter until the expiry of the Contract Term in relation to the Project Network...""
"So, my Lord, in summary, those sixteen references show that it is obvious that the Project Network Model is at the very heart of the Condition Index calculations which must be undertaken pursuant to Part 11 of Schedule 2. Remember, what are they there are for? They are there to determine whether the Milestone District Targets have been achieved, and it is that which determines whether there has been Milestone Completion or not."
" ... Their case hinges entirely on the words "Project Network Model", and then what they do from that is they seek to use that to justify their position.
Now, there are actually not significant differences between the parties in terms of how the Condition Indices operate, so that -- there was a lot of time taken up yesterday with going through how the Condition Indices operate. Much of that is agreed, so just to be clear for the court, the major disagreement between the parties is whether you use actual inventory or default inventory.
We agree that the PMM calculates the Condition Indices using data from the PNM in accordance with the Output Specification. So the 16 or 17 references to the PNM ... are, therefore, not relevant to the issues between the parties."
10. Issue 2 -- Updating the Agreement as set out in the Dispute
"that the Service Provider must update the PNM and maintain a PNI which accurately reflects the actual extent of the Project Network - more particularly the Project Road"
as more fully set out in section 3 above of this judgment.
"That ABHL must update the Project Network Model and maintain a Project Network Inventory which accurately reflects the actual extent of the Project Network and the Project Road".
i) That if the Adjudicator's argument was correct then the first part of the clause was entirely otiose;ii) If there was a freestanding obligation to update the PNM then it would not be added to the end of the clause;
iii) The Project Agreement was highly regimented and therefore it is possible to track the obligation to update into Schedule 2, PS8, paragraph 2.3.1 and 2.3.2 but not so for those additional words.
iv) It was not in accordance with the thrust of the clause or indeed PS8.
v) The need to update the MIS, was carefully prescribed in PS8 but the same was not true for the PNM.
vi) No remedial consequences are provided for breach of clause 19.2.1 which is in the sole remedies list in Annexure 14 to the Project Agreement.
vii) Reference can be made to clause 43.1.1.2 which requires ABHL to maintain and update the MIS. No similar provision is made in respect of the PNM.
viii) As a basic inconsistency between the first part of those and those latter words.
ix) Such a clause would also be inconsistent with Schedule 2, Part 11, which refers to the need to amend the PNM in certain limited circumstances.
x) Those words at the end of the clause are not otiose and, thus, the meaning to be given to those additional words is read correctly to indicate that the obligation is to ensure the information is correct.
xi) The obligation at the end of the Contract Term to return the PNM is referable to Schedule 8 and not clause 19. This was the additional point made orally and relied upon as the "book end" argument, as to what from the start and at the end the PNM has reported to achieve.
"But the point is this, that the parties contracted, we say, on the basis that that was not a static document, that it was intended to be updated, and you don't see the words "static" or "partially static" in the definition of "Project Network Model.
... If ABHL's interpretation was correct, you would expect to see this Project Agreement littered with the distinctions between those works which were to apply across the Project Network and those which were specifically circumscribed to a historic, inaccurate, partially-fixed database.
... the results of these inspections, the data produced as a result of these inspections and surveys has to be available to allow the Service Provider to run the NCI calculation methodology, the FWCI calculation methodology, the VGCI calculation methodology, etc, using the Pavement Management Model.
... in simple language what the PNM and the PMM are, and what they do, just to remind you of what their functions are. Because the PMM is the one that is used to calculate the Condition Indices, but it relies upon the PNM ...
The PMM, just to remind you, is used to calculate the Condition Indices, and therefore it determines what is rehabilitated, treatment and maintained for the Project Network.
The PMM, and again there is no dispute about this, relies on the PNM to produce its outputs. So it is parasitic on the PNM. So if the PNM isn't updated, the PMM won't be updated either.
you can't update the PMM without updating the PNM.
... and I think it is important that you understand this point, because it is only one part of the PNM that is not being updated, it is the MINV, and that is very important, because if the other parts weren't updated, you wouldn't have any progress at all in this contract, literally nobody could do anything. So when we talk about static databases it is not -- it is always changing
There is then an issue about what is inputted into the database, the PNM. We say that should be condition and inventory data. The condition data then marries up with the inventory data, and then it is that survey data that is processed by the Pavement Management Model. That Pavement Management Model produces the Condition Indices
I don't think there is a dispute between us that that is how it works, and if you don't update the PNM, the PMM won't be updated either".
Possibly the high point of BCC's oral argument then followed (page 128):
"We see in 2.45 that that includes all surveys, so it includes clause 6 surveys, it is the DVI survey, all Project Roads, including carriageways, footpaths, cycle tracks, kerbs, hardened verges, etc; and all of that survey data is to be stored and referenced in the PNM, that is to be used to populate the PMM, updated with that data on a regular basis, and then that is supposed to be used to support Milestone Completion demonstration during the CIP.
That really is the end of the claimant's case, because it cannot be right ... what it says about how the PNM works
Now, we know from the clause we were just looking at, 2.46, that when you say reference in this to "Confirm UK PMS Module", it must mean PNM, because if you look back at 2.46 it says, "Project Network Model held as the Confirm UK PMS module".
Again, Mr. Lewis said to you yesterday, "Well, there is no timeframe within which we have to do any of this". There is. It is set out in the Method Statements. That data has got to be loaded within one day into the PNM and then into the PMM
Again, it cannot do that unless it has updated the PNM, as we have seen it has an obligation to do".
"My Lord, the other thing we would say is if you go back to 19.2.1 you will remember that those same words were used again in 19.2.1. If you look at the summary we have done, we have helpfully set that out just above that one. So you can see that we have in repeated places ... the obligation to ensure that the information in the PNM is up-to-date at all times. There is no restriction in 55.1.9 to Schedule 2 or Performance Standard 8. It couldn't be clearer.
That, my Lord, also ties in with the references we were looking at yesterday, particularly in Method Statement 13. Again, that is page 7 of this document we have produced, 2.46. All the survey data is stored and referenced in the PNM. Then it is used to populate the PMM, which shall be updated with day it on a regular basis, and the NCI shall be calculated. So it was expressly stated that the updated PNM and the PMM are to be used to calculate the NCI, and then to go through Milestone Completion process".
These submissions ran on to pages 15 and 16 of the transcript.
37. On day 3 on 25 February 2016 ABHL responded in the following way: (pages 129 to 145)
"My learned friend's case is that Project Network Model should be in line with or -- I mean, they haven't actually sought any declarations in this case, my Lord, but be that as it may, it is their case that the Project Network Model should be in line with the Project Network Inventory. Not my case.
the Project Network Inventory on the one hand, which is subject to this express obligation in paragraph 2.2, and the Project Network Model on the other hand, which is subject to the much narrower requirement under paragraph 2.3.
My Lord, if it really were the case that it were the intention of the parties that the Condition Indices should be calculated by reference to the -- using my learned friend's terms -- "actual inventory", small A, small I, surely, my Lord, they would have provided, in Part 11 of Schedule 2, for that calculation to be done not by reference to the PNM but to be done by reference to the PNI? Because it is the PNI which is required to contain the accurate inventory.
the PNI is the recording of the inventory. It is the benchmark for the recording of the inventory, and the other subsystems of the Management Information System have similar functions. The Pavement Management Model is being used on an ongoing basis to calculate the Condition Indices
My learned friend was hanging her hat, to a greater or lesser extent, on paragraph 46 on page 1827. A key two words I would ask your Lordship to underline in the first sentence are the words "referenced to":
The Service Provider shall ensure that all of the survey data is referenced to the Project Network Model.
The NCI process is described in more detail in paragraphs 2.370-2.401 ... "the Pavement Manager shall have overall responsibility for the maintenance and operation of the PMM and the duties shall include " And note the separation, my Lord:
(a) maintenance of the Project Network Model; and
(b) ensuring the quality of any survey data entered into the PMM. "
So, again, my Lord, you have got the base which is the PNM, and then you have got the survey data being entered as the comparator. It is not just my wording, my Lord, it is the wording of the Method Statement. If you turn over the page to 1941.
"The PMM shall use the Project Network Model" ...
Remember, my Lord, that is a defined term in the contract, ... " as its base".
... Here we have the reference in Method Statement 13 to updating the Project Network Model, and what does it say:
"The Service Provider shall maintain ".
Note the wording picked up from the previous paragraph:
" the Project Network Model throughout the contract term and "
It, or the Project Network Model, let us not split hairs: " shall be updated from time to time in accordance with paragraph 2.3, part 8 of Schedule 2."
There it is, my Lord, in black and white. That is the obligation. Your Lordship will search in vain through the other references on those nine pieces of paper to any other reference to updating the Project Network Model in Method Statement 13
My Lord, the picture which emerges is, in my respectful submission, clear. The obligation which we owe to update the capital P, Project, capital N, Network, capital M Model, is contained in paragraph 2.3 of PS8."
End of ABHL's case or possibly high point of BCC's case?
"the Service Provider to run the NCI Calculation Methodology, the FWCI Calculation Methodology, the VGCI Calculation Methodology ... and the CTCI Calculation Methodology using the Pavement Management Model (and, for the purpose of this Contract, solely the Service Provider shall perform such calculations and such calculations shall only be performed using the Pavement Management Model)."
It is therefore palpably clear that the vehicle used for this calculation methodology is the Pavement Management Model alone.
" means the pavement management model agreed between the parties at the date of this Contract (a copy of which is annexed in Annexure 16) excluding the predictive functions of that model (including all related rules, functions and date), as updated from time to time in accordance with this Contract".
It will be recalled that Annexure 16 to the Contract was a single page and simply referred to a CD. From the background facts set out above in this judgment, Exhibit D7 was requested and considered by the court it is clear from that document from the headings used, that there is a correlation with the Project Network Model so far as the headings are concerned.
"the Service Provider shall carry out those inspections, surveys, tests, and assessments that it is required to carry out during the Contract Term, pursuant to clause 6 (Surveys and Inspections) of this Contract and in accordance with Method Statement 13 (Inspections, Assessments and Monitoring)".
Therefore Schedule 11 ties in both to clause 6 and to Method Statement 13 and Monitoring Method A was one of the particular methods provided under Schedule 11. To recall what it required was:
"The Service Provider shall carry out those inspections, surveys, tests and assessments to enable the Service Provider and the Authority to run the NCI Calculation Methodology, the FWCI Calculation Methodology, the KBCI Calculation Methodology, the VGCI Calculation Methodology and the CTCI Calculation Methodology at least once by 1 November of each Contract Year".
Thus it was that an annual review was required and BCC and ABHL were to jointly run the NCI Calculation Methodology, which, it will be recalled, was defined as "means the NCI calculation methodology set out in paragraphs 1 and 2 of part 11 of schedule 2 (Output Specification)". Accordingly, one therefore goes back to Schedule 2 and Part 11, paragraphs 1 and 2, which contain those detailed calculations for the Strategic Route and Main Distributor Network and the Secondary Distributor Network NCIs as set out in detail above under the review of the Project Agreement.
11. Issue 3 -- Certification Following Issues 1 and 2
"So in terms of the relationship, if we are right on Issues 1 and 2, then Issue 3 does not arise because on any view there will have been no mistake made by the independent certifier, so it is only if your Lordship were against me on Issues 1 and 2 that one would get into Issue 3".
"If BCC's interpretation is preferred then Milestone Certificates 6-9 were issued in reliance on the wrong data and thus the wrong basis ..."
The converse must equally be true, that if Issues 1 and 2 on the interpretation of the Project Agreement are favourable to ABHL, there is no basis on which those certificates should be set aside.
12. Declarations and discretion
Declarations
"The decision of Andrew Goddard QC dated 09 July 2015 was wrong and is not binding upon the Claimant or the Defendant".
The order sought by BCC in paragraph 1 was as follows:
"The Claimant's claim be dismissed. The declaration and orders of Andrew Goddard QC (set out in paragraph 195 of his decision dated 9 July 2015) do stand".
" rebuilding the Project Network Model with the data from the Project Network Inventory; obtaining and inputting condition data in respect of the altered features of the Project Network Model imported from the Project Network Inventory; undertaking remodelling to seek to reflect the new data in the Project Network Model and the Pavement Management Model; running the remodelled Pavement Management Model in order to seek to produce the revised condition indices; and seeking to identify the further work which would be required in order to achieve the Milestone Completion Criteria and the relevant Targets for Milestone Completion for Milestone 10 (on the basis of the Decision). In the future, this is likely to involve similar exercises in relation to each Milestone 6 to 9, together with a retrospective assessment (to the extent this is possible, which has not yet been ascertained) to seek to determine when Milestone Completion would have occurred in respect of each of Milestones 6 to 9 (on the basis of the Decision). Depending on the outcome of those exercises and any agreement between the parties, it may also involve the undertaking of additional works on the Project Network."
" However, when you come to answer the question retrospectively the position is much more complicated. If (on undertaking the new analysis required by the Decision) the targets have not been achieved at the date when the Certificate of Completion was issued, then it becomes necessary to assess at what later date they were achieved. However, this is a notional exercise, because no such assessment was made at the time (until the date when the next Certificate of Completion was issued). Because the targets could have been achieved at any intermediate date, you have to undertake a process of trial and error, which is complicated by the fact that the process of undertaking works and carrying out condition surveys was also ongoing during the same period".
Both of these two matters seem to this court not just problematic but probably not matters that flowed from the Issues before the Adjudicator.
Discretion
13. Conclusions
14. Order
"It is declared that the decision of Andrew Goddard QC, dated 09 July 2015, (summarised in paragraph 195 (1) and (2)) was wrong and is not binding upon the Claimant or the Defendant".
"The Claimant's claim as pleaded in paragraphs 56 to 59 of the Particulars of Claim be stayed until further order"
will, as a result of this judgment, now require further consideration.