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河北理工大学

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工程管理 02工程管理1 200404060105 刘岩峰

2008 6 10



Banking construction risk in the London Underground Public Private Partnership
A case study in applied project financing 1


Robert Lonergan
The author is a Senior Associate at the law firm of Bell Gully, Auckland, New Zealand, and specialises in infrastructure financing and PPP. In the period 1999-2004 he worked at a leading London law firm where he advised on major infrastructure projects in the UK, Europe and the Middle East.
1 Introduction
The construction industry has developed a variety of models for allocating and managing construction risk: traditional procurement (where the employer retains design risk and tenders the work to a single contractor, design and build procurement (where the employer transfers design and price risk in whole or part to the contractor and management procurement (where the employer retains risk and control in relation to design and the co-ordination of separate works packages. Further mechanisms have been developed to allow employers and contractors to share pricing risk (by way of a target cost mechanism or to enhance the management of speculative risks (by entering into an alliancing arrangement.
The nature of limited recourse (project financing militates against the use of procurement models in which key pricing or completion risks are retained by an employer: project financing construction risk models are therefore derived from the design and build model but with greater risk transfer from the employer to the contractor. There may however be projects where it is simply not possible to apply the traditional project finance construction model: the transfer of traditional project finance risks to a contractor may not represent a value for money risk transfer, or a contractor may simply not be willing to assume those risks at any price. In these circumstances the issue arises as to what extent other forms of construction procurement can be accommodated within the limited recourse model. The London Underground Limited (LUL PPP is an example of the limitations of the traditional
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project finance construction model as an effective mitigate of project risk. This paper discusses the means by which construction risk was allocated and managed, not only at the subcontract level but as between the other project participants, so as to produce a bankable project structure.

2 The LUL PPP Scheme
The London Underground network is one of the world‟s major urban transport networks and has suffered from persistent underfunding by central government and poor long term planning. In March 1998 the Labour Government announced that LUL would be restructured to create a “public facing” operating company (LUL, responsible for running trains and stations, determining service patterns and setting fares, and 3 new companies (Infracos responsible for managing the train, station, track and signal assets. The proposed PPP therefore essentially involved letting contracts in respect of the London Underground infrastructure rather than its operating elements (i.e. train driving, ticketing, marketing or revenue collection. The operating functions for the Tube will remain the responsibility of LUL which will be wholly-owned by Transport for London, a Greater London Authority functional body.
As part of the PPP LUL divided its 11 deep underground and sub-service lines into three distinct groupings which are the responsibility of three Infraco companies: Infraco JNP, Infraco BCV and Infraco SSL, each with its own PPP contract (a Service Contract. LUL established these Infracos as internal divisions and shadow running commenced in September 1999. When transferred to the private sector the Infracos would be required by the Service Contracts to maintain and upgrade the underground infrastructure and to provide the necessary finance for the same.
3 General nature of the Service Contracts
The Contract Period runs 30 years from the Transfer Date, being the date on which the shares in the relevant Infraco are acquired by the private sector service provider, divided into 4 7.5 year periods (each a Review Period, with a Review Date at the end of each Review Period. The key Infraco obligations were:

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(1
the achievement of specific levels of performance measured
5against benchmarks from shadow running, which include measures of journey tie, asset availability and train and station conditions;
(2
the introduction of major upgrades to certain of the network groupings (Specified Line Upgrades to achieve significant capability upgrades by specified dates;
(3
completion of other projects such as train fleet refurbishment and replacement, station modernisation and station refurbishment; and

(4
asset management and maintenance so that the assets meet specified benchmark conditions (Asset Condition Benchmark at each Review Date, condition benchmarks (Residual Life Expectancy by the end of the third Review Period, and specified residual life benchmarks (Residual Life Benchmarks on expiry of the Service Contract.


An effective balance between the maintenance, renewal and upgrading of assets is at the core of the Infraco business, and LUL considered that the private sector are best placed to decide this balance and that the most effective way of incentivising the private sector was through the payment regime.

The key obligation of LUL under the Service Contracts was to pay an Infrastructure service charge (ISC to each Infraco, with adjustments to the ISC based upon the performance of Infraco against benchmark measures of Capability, Availability and Ambience.

(1
Capability measures the ability of the rolling stock and infrastructure to deliver service to LUL customers, measured in total journey times. The performance specification also calls for upgrades in the capability of each line, with additional payments being made for the remaining life of the contract once the capability improvement has been delivered.
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(2 Availability measures the extent to which LUL‟s customers suffer disruption to the service from faults and breakdowns. The main requirement on a day to day basis is that Infracos should make the railway infrastructure available in a fit and proper condition, and the Service Contract therefore provides financial incentives to minimise asset related delays which are measured in terms which reflect the estimated total impact of the delay on customers.

(3 Ambience reflects the quality of the travelling environment which LUL customers experience both in stations and trains, measured through “mystery shopper” surveys.

Where Infraco has failed to perform under the Service Contract LUL has various remedies, the principal remedy being that LUL will make deductions from the ISC.

The nature of the LUL PPP scheme meant the project risk profile was quite different from that normally encountered in limited recourse projects.

(1
As a major capital investment programme is extended over the whole of the Contract Period, albeit with the greater part of the investment in the first 7-15 years, there was no discrete construction period and subsequent operations period during which construction risk could be said to have been substantially mitigated.
(2A corollary of the first point is that the interface between construction risk and maintenance risk had to be actively managed throughout the Contract Period. This balance was a far more acute one than in other Private Finance Initiative (PFI projects, where lifecycle decisions may be made at the outset of contract and lifecycle maintenance would be generally planned for whole of contract period. In the LUL PPP the most efficient balance of capital and operational expenditure was an issue to be constantly reassessed by the Infracos. (3
A comprehensive asset condition register did not exist so it
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was impossible at the outset of the Service Contract to quantify the amount of work required to restore existing assets to the required condition. LUL had identified and categorised assets so far as it could but certain of the assets (particularly those in the deep tube groupings were not categorised, or there was no certainty as to the validity of the condition category allocated to those assets by LUL (so-called “Grey Assets”. Without further allowance in the Service Contract Infraco thus bore the risk that this classification was incorrect, potentially leading to higher costs and delays in completing capability upgrades.
All of these factors together meant that the transfer of the whole of construction and maintenance risk to the private sector at the outset of the Contract Period was unlikely to be a value for money risk transfer, while in any event future public sector service requirements could not be firmly predicted. Therefore it was neither feasible nor desirable for financing for the whole of Contract Period to be committed at financial close. The issue then became how could project risk, and particularly construction risk, be allocated and managed so that the risks transferred to the private sector could be effectively priced on a value for money basis by the private sector?


4 LUL Risk Sharing in the First Review Period: Grey Asset Risk and Extraordinary Review
In order to mitigate Infraco‟s risk exposure during the First Review Period the Service Contract contained mechanisms allowing LUL to share in project risk. The most significant of these related to the treatment of Grey Asset risk and the role of the Statutory Arbiter.

Grey Assets

To mitigate Infraco Grey Asset risk a separate regime was agreed in relation to Grey Assets during the First Review Period. Infraco is responsible only for categorising such assets by the end of the first Review Period and for the cost of making safe any found to be unsafe during that period, together with the cost of maintaining the balance of Grey Assets in the condition in which they are found.
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The Statutory Arbiter and Extraordinary Review

The Statutory Arbiter was a regulatory device created specifically for the LUL PPP pursuant to the Greater London Authority Act 1999 (“The GLA Act”. In the GLA Act this person is referred to as the PPP Arbiter, but herein the definition in the Service Contract is used, which is Statutory Arbiter.

The Service Contract provided for certain matters to be referred to the Statutory Arbiter for "direction” or “guidance”. The Statutory Arbiter was required by the GLA Act to give directions or guidance in the way best calculated to achieve certain objectives which include promoting efficiency and economy in the provision, construction, renewal, improvement or the maintenance of the relevant railway infrastructure, ensuring that any specified Infraco rate of return would be earned only by an Infraco which is efficient and economic and enabling an Infraco to plan the future performance of the Service Contract with reasonable certainty.

A key function of the Statutory Arbiter was to give directions as to the finance required by a “Notional Infraco”. This is a hypothetical entity performing the obligations of Infraco in an economic and efficient manner and having certain assumed characteristics:
(1
at the relevant Review Date it has performed all its
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10activities so as to be reasonably certain of its ability to perform its obligations in later Review Periods;
(2
it has the same contractual commitments to third parties as Infraco to the extent that such obligations were entered into in an efficient and economic manner;


(3 it has the same funding arrangements as Infraco actually has, to the extent that these were entered into in an efficient and economic manner, and that it will raise further finance in an economic and efficient manner; and
(4 it assesses capital and operating costs as it would when
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contracting in a competitive tendering process for the relevant activities and having regard to certain matters such as ISC adjustments and the probability of costs overruns and savings in a portfolio of activities.

Extraordinary Review

An Infraco may instigate an Extraordinary Review during the first Review Period if it reasonably considers that Net Adverse Effects arising in the Review Period have exceeded or will exceed the Materiality Threshold: the Materiality Threshold is £200,000,000 in the first Review Period and £50,000,000 for each subsequent Review Period. Net Adverse Effects are the sum of Qualifying Costs and Qualifying Revenues. Qualifying Costs are calculated by comparing Infraco‟s actual costs (or if lower, the costs Infraco would have incurred if it had performed in an efficient and economic manner and with the characteristics of a Notional Infraco (“Eligible Costs” with the expected costs of a Notional Infraco. Eligible Costs are compared with the expected costs, and it is the net overrun position which gives rise to Net Adverse Effect. A similar calculation is made for Qualifying Revenues, save that it is the actual revenues (or if higher, the notional revenues which are compared to the benchmark revenues.

If the Statutory Arbiter directs that Eligible Costs have or will exceed the Materiality Threshold the Statutory Arbiter may be asked for a direction as to the adjustment of the ISC sufficient for a Notional Infraco to avoid the need to finance that part of the Net Adverse Effect during the current Review Period which is in excess of the Materiality Threshold, and so that Infraco is provided with sufficient resources to meet further Net Adverse Effects which arise in the period up to the next Review Date.

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The Infracos‟ original funding was committed on the basis of a certain risk profile. If new obligations imposed by LUL at Periodic Review materially increase the risk profile of the project, or require additional finance on unattractive terms, this LUL Risk Sharing in Subsequent Review Periods: Periodic Review
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could compromise the position of the existing funders to the extent they would no longer be willing to continue in the transaction. Therefore a scheme was designed to balance the interests of Infraco shareholders, lenders and LUL in relation to the financing risk arising in subsequent Periodic Reviews.

At least 18 months prior to the Review Date LUL shall serve notice on Infraco setting out the proposed terms for the next Review Period (the “Restated Terms” and its affordability constraints. There are limits on the scope of what LUL may propose as Restated Terms: it is not allowed to change certain entrenched provisions and the Restated Terms must be technically achievable. Infraco then responds with a proposed level of ISC which reflects Infraco‟s need to obtain new finance to perform the Restated Terms, whether in terms of financing pre-existing obligations (Base Finance or new or varied obligations (Eligible Finance.


LUL or Infraco can thereafter ask the Statutory Arbiter for certain determinations as to the level of Base Finance and Eligible Finance reasonably required by Infraco to perform the Restated terms, and whether LUL changes comprised in the Restated Terms amount to a material change in Infraco risk. If the Statutory Arbiter determines that:
(1 (2
a Notional Infraco would be incapable of procuring that Base Finance or Eligible Finance for any reason, then a Special Mandatory Sale may be triggered whereby the Service Contract is transferred to a new service provider.

On policy grounds however there are different compensation outcomes from a Special Mandatory Sale depending on the circumstances in which the sale arises. Where the project risk profile is otherwise unchanged a Special Mandatory Sale reflects that (all things being equal Base Finance funding risk is substantially an Infraco risk. Accordingly:

Base Finance or Eligible Finance is required, or there has
been a material change in Infraco risk; and
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(1
If LUL has required changes in the Service Contract which would require Eligible Finance or alter the project risk profile then senior lenders (and for JNP, mezzanine lenders are compensated in full. Shareholders receive their equity contribution plus their base case return for the balance of the Service Contract adjusted to reflect the actual current level of Infraco performance.
(2
If the required Base Finance cannot be procured then 100%
17of Infraco approved senior debt less oneyear‟s margin is paid, but shareholders (and in the case of Infraco JNP, mezzanine lenders are materially exposed in such a termination.


In terms of future financing risk there is therefore a different balance of risk depending on the nature of the obligationthat cannot be financed. Infraco financing risk is however substantially a product of construction risk and therefore Infraco shareholders faced a double jeopardy of construction risk: firstly they face whatever residual construction risk could not be passed to Infraco contractors, and secondly they face a failure to obtain financing for performance of the Restated Terms.

6 Metronet and Tube Lines: Managing “Above the Line” Construction Risk

The means by which Infraco residual construction risk is allocated between funders and shareholders in each Infraco is difficult to conclusively determine as the documents have not generally been disclosed. However certain disclosures have been made and observations on that risk structure follow.

Tube Lines (Infraco JNP

The funding for Infraco JNP was a combination of senior debt, subordinated (mezzanine debt, and equity. Infraco JNP senior debt totalled approximately £1,800,000,000 comprised of wrapped and unwrapped term loans of £600,000,000 and £630,000,000 respectively, further senior facilities of £296,000,000 (a £200,000,000 standby facility and other “liquidity facilities” of £96,000,000 and a
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European Investment Bank £300,000,000 term loan facility. Mezzanine debt of £135,000,000 was provided by financial institutions and £135,000,000 in equity was made available by shareholders.

In its final assessment of the Infraco JNP funding structure LUL considered Infraco JNP had the capacity to absorb material cost overruns on the basis that there was adequate equity to service any standby facilities drawn to cover economic and efficient overruns up to the Materiality Threshold for the first Review Period, contingent equity available to fund Disallowed Costs, and a cash reserve of £80,000,000 (to be established from draw down or cash flows, but likely the former in addition to the other liquidity facilities referred to above. In order for there to be a default under the Infraco JNP funding agreements there would need to be costs incurred in an inefficient and uneconomic manner (“Disallowed Costs” of more than £250,000,000 in 2002 prices, being 12% of total capital expenditure.

Metronet (Infraco BCV and Infraco SSL

More detail is available in relation to the Metronet BCV financing package in which senior debt was split 50/50 between bank debt and bonds. The net bond proceeds were £515,000,000 (£165,000,000 index linked and £350,000,000 fixed rate bonds. Debt facilities totalled £510,000,000, comprised of a £330,000,000 term loan facility, a £65,000,000 standby revolving credit facility and a £115,000,000 Liquidity Facility, with a further European Investment Bank £300,000,000 term loan facility. Shareholder contributions were £175,000,000 in aggregate, with equity of £75,000,000 and shareholder subordinated loans of £100,000,000, and no third party mezzanine funding.

In terms of the allocation and management of cost risk within Infraco BCV the Metronet Rail BCV Finance Plc Bond Offering Circular notes the creation of a number of project accounts, including a Cash Contingency Reserve Account and Liquidity Facility Defeasance Account, indicative of reserves accruing within the project. It is also interesting to look at Infraco BCV Distribution restrictions:

(1
No payments are permitted to the Infraco Distribution
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Account until after 6 anniversary of the bond issue date, and in any event such transfers are thereafter allowed only up to a specified Distribution Cap and if there is otherwise no Distribution Block Event.

(2
There is a further allowance that Infraco may make Distributions over that cap so long as no Distribution Block Event has occurred, the Cash Contingency Account has a balance of at least £50,000,000 and an amount equal to the Distribution is applied in prepayment of the senior facilities.

(3
Distribution Block Events prevent transfers to the Distribution Account. One in particular is worthy of note, being that there is an amount outstanding (or projected to be outstanding in respect of the Liquidity Facility, unless:

(a such amount is not greater than the Demonstrated Above Threshold Net Adverse Effects; or

(b the Liquidity Facility Defeasance Account is in credit by an amount at least equal to the amount by which outstandings under the Liquidity Facility exceed the Demonstrated Above Threshold Net Adverse Effects.
That is to say, a Distribution is allowed only if the Liquidity Facility debit balance is greater that the sum that LUL shall pay as allowable Net Adverse Effects in the current Review Period, or if that excess in the Liquidity Facility debit balance over Net Adverse Effects is otherwise cash collateralised in the Liquidity Facility Defeasance Account.

LUL assessments of the Infraco BCV financing sensitivities were that there is adequate equity to service any standby facilities drawn to cover economic and efficient overruns up to the relevant Materiality Threshold, and that the structure could absorb a 2 1/2 year delay on line upgrades combined with a 10% increase in costs.

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In practical terms however the robustness of both financing structures means that shareholders and mezzanine lenders are shielding senior lenders from the risk of Disallowed Costs being incurred: cash flow applied to additional debt service is so applied in priority to payments to shareholder and mezzanine lenders. The means of such subordination appears to differ slightly from Metronet to Tube Lines, with the former having greater emphasis on distribution lock up and reserves and the latter on the availability of contingent equity (although it is not clear whether part of the Metronet subordinated debt or equity is contingent. However both use a combination of distribution retention and repayment subordination, and the difference in relation to distribution retention may reflect the different subcontracting structures in that Infraco BCV and Infraco SSL shareholders are already receiving a return from Infraco subcontracts as supply chain contractors.

7 Metronet BCV: Managing “below the line” construction risk

The members of the Metronet BCV consortium are Balfour Beatty Group Limited, Thames Water Plc, WS Atkins Rail Limited, SEABOARD Plc and Bombardier Transportation (Holdings UK Limited or subsidiaries thereof. In order to met its obligations under the Service Contract Infraco BCV entered into the following supply chain contracts: a Civils Works Contract, Station Works Contract, Track Contract and Rolling Stock and Signalling Procurement Contract.
Civils Works Contracts

The Civils Works Contracts were between Infraco BCV and Trans4m Limited (“Trans4m”, the shares in which were held equally by Balfour Beatty Group Limited, Thames Water Plc, WS Atkins Rail Limited and SEABOARD Plc. The civils works are to be undertaken in relation to four principal asset groups (bridges and structures, deep tube tunnels, earth structures, and pumps and drainage together with inspections and assessment services, maintenance works and assessment based works carried out to each asset group. The civils works were divided into 3 separate work types: inspecting and assessing assets, carrying out planned and unplanned maintenance and completing major remedial works on the basis of the earlier assessments. The civils works contract structure adopts a two-tiered approach with a Civils Underlying 28
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Contract and an overarching Civils Alliance Agreement.


Civil Underlying Contract

The Civils Underlying Contract is structured on a target cost basis, with Trans4M being reimbursed its actual cost of work carried out together with a fee element, and the target cost covers all Trans4M‟s costs including base costs, management costs, overhead, profit and contingency. The pain/gain share mechanism is calculated on the basis of 50% upside or downside share and the initial target cost is based on an initial programme and scope of works which are revised and updated during the civils works period. The Civils Underlying Contract also contains projected cumulative cash flow schedules acting as a ceiling on Trans4M‟s payment claims, although Trans4M may apply to Infraco BCV for the cumulative payment profile to be adjusted to accommodate such an increase as long as the adjusted figures remain below the maximum limit set out in the capital expenditure budget and within the overall cash flow limits set down in the funding agreements.

Trans4M„s potential liability under the Civils Underlying Contract is capped (with certain exceptions including wilful default and liability for death and personal injury: Trans4M‟s liability for downside cost risk under the target cost mechanism shall not exceed 17.5% of the indexed initial target cost for the civils works, its residual liability to Infraco BCV (excluding liability for liquidated damages, service points, NACHs, gain share, defects and abandonment shall not exceed 15% of the initial target cost, and liability in respect of liquidated damages, service points and NACHs shall not exceed 15% of the initial target cost. In relation to defects a further limitations regime was agreed, with Trans4M indemnifying Infraco BCV for a period of two years from the date the relevant work is completed against claims or losses incurred by Infraco BCV under the Service Contract but not exceeding an amount equal to the greater of 100% of the cost of rectifying the defects and £50,000 (indexed in respect of each defect, with a further sub cap of 5% of the initial target cost for indirect or consequential losses.

The target cost management and design components will continue through to the second Review Period whilst the works subcontracts will be competitively retendered.

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Civils Alliance Agreement

Under the Civils Alliance Agreement Trans4M and Infraco BCV undertake to jointly manage and perform the civils works and to not make or pursue claims for loss, cost or damages arising out of the civils works, subject to 2 key exceptions:
(1
this does not apply to claims in relation to payment of actual cost, overhead and profit, gain share and LNS gain share (see below and certain specified risks which remain with Infraco BCV ; nor (2

Two key feature of the Civils Alliance Agreement should be noted:
(1
While the Civils Alliance Agreement remains in place it modifies or suspends certain terms of the Civils Underlying Contract, and in the event of dispute or deadlock which cannot be resolved the Civils Alliance Agreement terminates and the parties revert to the unmodified Civils Underlying Contract.

(2
The Civils Alliance Agreement provides for the establishment by Infraco BCV of an LNS account to help determine the amount of LNS gain share, being the amount payable by or to Trans4M in respect of Infraco liquidated damages, NACHs and service points resulting from the civils works. The essential risk difference between the Civils Underlying Contract and Civils Alliance Agreement is therefore that under the Civils Underlying Contract costs incurred by Trans4M as a result of certain risks (particularly revenue risks such as liquidated damages for delay are treated as Trans4M risk and are not allowed as actual cost for the purposes of establishing gain share. Under the Civils Alliance Agreement however those costs (and any savings are shared between Trans4M and Infraco BCV, thus more closely aligning the interests of
Trans4M and Infraco BCV in terms of liabilities in respect of defects (including latent defects.

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managing delay and revenue costs.

Trans4M‟s potential liabilities to Infraco BCV under the Civils Alliance Agreement are again subject to limitations largely along the lines of the Civils Underlying Contract, although it appears that the limitations are expressed as a percentage of the target cost agreed under the Civils Alliance Agreement and thus reflect the agreed target allowances of delay costs under the Civils Alliance Agreement through the LNS gain share mechanism.

Station Works Contracts

The station works comprise a series of major station enhancement and modernisation projects. The station works do not comprise such an element of Grey Asset risk as the civils works although there is still uncertainty as to the eventual cost of and Infraco revenue exposure from the station works. Therefore the station works have the same contractual structure as the civils works with an alliance contract and underlying works contract between Infraco BCV and Trans4M, both operating on a target cost basis. It is however likely that the focus of the station works will be on discreet, albeit large, target cost contracts and will not incorporate the inspection and assessment programme required under the Civils Underlying Contract to address Grey Asset risk.

Track Contract

The Track Contract is between Infraco BCV and Balfour Beatty Rail Projects Limited (the “Track Contractor” and covers tracks works during first Review Period. Under the Track Contract Infraco will, after consultation with the Track Contractor, issue works orders in accordance with an overall programme. The contents of each work order will be stated by Infraco BCV, who is responsible for concept design and for determining which parts of the track are renewed, and Infraco BCV and the Track Contractor will agreeing a fixed price for each works order on the basis of an agreed schedule of rates. Therefore Infraco determines whether it is appropriate to replace particular sections of track and whether replacement is on a “like for like” or enhanced basis, with such decisions being made in the context of Infraco‟s overall 29
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operational requirements and budgetary constraints.

The Track Contractor limitations of liability included a cap for delay and liquidated damages (limited annually at 15% of the value of the track works carried out in each year, subject to an overall cap of 10% of the overall contract price and a cap on termination liabilities (generally limited to 10% of the value of the track works remaining to be carried out at the time of termination.

Rolling Stock and Signalling Procurement Contract

The Rolling Stock and Signalling Procurement Contract is between Infraco BCV and Bombardier Transportation (Projects UK Limited (“Bombardier” for the design, construction, commissioning and maintenance of new rolling stock and control and signalling equipment. Bombardier will also take over responsibility for maintaining the existing fleet in the first Review Period.

All prices (excluding maintenance prices are fixed. For services and equipment other than the maintenance, payments comprise a combination of pre-determined time related sums plus further milestone sums, with key events programmed every 6-9 payment periods of 4 weeks. Payment rates for maintenance are fixed until the second Review Period and are indicative for the remaining term of the Service Contract, with a right of termination if prices cannot be agreed.

Bombardier‟s potential liabilities are capped under four main heads: liquidated damages for delay are capped at 20% of the indexed contract supply price, other residual liabilities are capped at 15% of the indexed contract supply price and Bombardier‟s overall liability cannot exceed 25% of the indexed contract supply price, provided that if Bombardier abandons the contract the cap is set at 100%.
8 Tube Lines and JNP: Managing “below the line” construction risk

Particulars have not been publicly disclosed, but general terms have been. Construction risk is addressed in the CIP Secondment Agreement between Infraco JNP and Bechtel, while operational risk is addressed in the
OMP Secondment
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Agreement between Infraco JNP, Amey Plc and Jarvis Plc (or subsidiaries thereof.


The secondment agreements specify the arrangements under which Bechtel, Amey and Jarvis will second personnel to Infraco JNP to manage delivery of Infraco JNP‟s capital investment and operation and maintenance programmes. These agreements do not provide for fixed price or date certain commitments but are akin to management contracts, with a fee structure that includes both fixed and incentive fees with a sharing (within specified limits of cost savings and overruns. In essence therefore it is a similar target cost structure to Metronet but without full contracts for the first Review Period being signed at financial close.

9 Discussio
The LUL PPP illustrates the potential and limitations of traditional procurement models as a solution to construction risk. Infraco BCV provides a good example of the use of different risk management mechanisms within a single project, such as target cost, alliancing, framework contracts and “turnkey” formats. However none of these models by themselves is a complete answer to construction risk in the LUL context, and the LUL PPP is a “state of the art” example of the means by which project risk, and particularly construction risk, can be mitigated and “banked”.

The greatest distinction between the LUL PPP and other projects is the substantial element of project risk retained within the project company and the absence of a “back to back” pass-through of risk. Firstly, the Infracos are essentially concerned with regulatory risk in the form of the Statutory Arbiter and the Notional Infraco, while under their subcontracts the Infracos are concerned with orthodox construction risk. The Infraco subcontractors are not obliged to act economically and efficiently and costs payable to those subcontractors may not be withheld simply because they were not economically and efficiently incurred. This represents a significant new element of project risk which is borne by shareholders and mezzanine funders. Secondly, by virtue of the supply chain cost sharing mechanisms residual price risk for substantial elements of the works rests with the Infracos, not their supply chains, while for Infraco SSL and Infraco BCV the use of an alliancing structure introduces a further risk, being relationship risk, into the project.
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Disallowed Cost risk is therefore a residual “above the line” construction risk which must be allocated and managed within each Infraco consortium: that is, between senior lenders, subordinated and mezzanine lenders and shareholders. It should be borne in mind also that “above the line” construction risk comprised not only Disallowed Cost in the first Review Period but also Base Finance financing risk for subsequent Review Periods. Neither Tube Lines or Metronet has fully disclosed the relative priority positions, but the assessed strength of the financing structures in downside scenarios gives some indication of the level of shareholder and mezzanine subordination and support.


(1 The Standard & Poor‟s initial rating note for Infraco JNP cites sufficient additional liquidity to absorb Disallowed Costs of £96,000,000 in first Review Period and £50,000,000 in the following Review Period, while the LUL final report talks of an £80,000,000 cash reserve and contingent equity to partly fund agreed economic and efficient costs overruns and to keep debt/equity leverage at 85%. Mezzanine and shareholder loan repayments provide a further opportunity for subordination, but the extent and terms of that subordination are not publicly disclosed.

(2
In relation to the Metronet Infracos, the Metronet Rail BCV Rail Offering Circular notes the Liquidity Facility Defeasance Account as a cash collateral for Disallowed Costs, with the Liquidity Facility outstandings requirement acting as an incentive for prepayment of any drawings from the Liquidity Facility in excess of the Demonstrated Above Threshold Net Adverse Effects.

All of these mitigants have a direct effect on senior debt risk margins. Taking Infraco JNP as an example, pricing on the unwrapped debt is between 145 and 165 bps over LIBOR and on the wrapped debt between 50 bps and 100 bps. Metronet pricing is not available, but market expectation in February 2003 was that it would be below Infraco JNP on the basis that the Metronet schemes offered greater certainty as to cost.
This should be compared to pricing of “bog standard” PFI senior debt at
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85-125 bps over LIBOR: therefore while the LUL PPP senior debt carried a materially higher risk premium than normal PFI financings it is suggested the increase is not significant.
One reason for this is the importance given to the allocation of “below the line” risk in both the Tube Lines and Metronet procurement models. Infraco BCV and SSL senior debt achieved investment grade, and the Standard & Poor‟s rating reports
specifically note that:

“the traditional PFI/PPP Procurement Strategy” will provide [Infraco BCV/ Infraco SSL] with a high degree of costs certainty and risks mitigation during the first Review Period through its supply chain contracts”



Infraco JNP similarly achieved investment grade and was said to have benefited from secondment agreements with Bechtel, Amey Plc and Jarvis Plc, all of which had extensive rail experience.34
33But it is important to also note other factors which mitigate senior lender perceptions of project risk. The Materiality Threshold and the Notional Infraco test offer a substantial mitigation of construction risk. More fundamental however was LUL‟s obligation to repay senior debt in all cases of termination except Infraco JNP default and certain Special Mandatory Sales. In case of Infraco JNP default the Underpinned Amount (i.e. 95% will be paid, while in the case of a Special Mandatory Sale for an Infraco financing failure 100% of Approved Debt less one year‟s margin is paid. Therefore the senior lenders received substantially greater protection than in a normal PFI project.

It is suggested that one should look to the shareholders' and mezzanine lender‟s positions for a more transparent assessment of project risk. Mezzanine and shareholder debt is unwrapped, is not Approved Debt, faces significant Disallowed Cost risk and has an unclear status in case of Special Mandatory Sale termination (but by analogy with shareholder compensation there is likely to be a substantial exposure. The Infraco shareholders‟ expected return is not publicly known, but it could be expected that Infraco shareholders will be subordinated with or behind mezzanine funders should Disallowed Cost risk crystallise.
In case of Infraco JNP it has been
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publicly disclosed that the mezzanine debt coupon is 15% (1500 bps: if 15% is the Infraco JNP mezzanine rate of return, and shareholders are subordinated to mezzanine funders in certain instances, then one would expect the base case equity rate of return is commensurately greater. The high level of residual mezzanine lender and shareholder risk is also borne out by LUL‟s conclusion in its final report that the proposed finance structures show significant impact on equity returns in a downside scenario. It is suggested that commentators‟ views on sufficiency, or rather over the suffiiciency, of the Infraco JNP mezzanine funder‟s returns are not entirely justified.
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伦敦地铁公私合营的金融建设风险
一项应用项目融资案例研究

本文作者是新西兰奥克兰贝尔古利律师事务所专业从事于基础融资及点对点协议的资深人员。专业从事基础设施融资和公私合营。在1999-2004年期间,他供职于伦敦领先的律师事务所,为英国、欧洲及中东的大型基建项目提供建议。
1 引言
建筑业发展出多种分配和管理风险的形式:传统的采购模式(这种形式雇主保留了设计风险并通过招标选定单一承包商) ,设计及建造的采购模式(这种形式雇主向承包商全部或部分转移的设计和价格风险)和采购管理模式(这种形式雇主保留风险和对设计和之间的协调工作分配方面的控制)。现在又更进一步的衍生出一些机制,比如通过目标成本的机制让雇主及承包商分担价格风险,缔结合作协议以提高对投机风险的管理。

有限追索权(项目)融资的特性与关键定价或完工风险由雇主自留的采购模式相悖。因此,设计及建造模式造成了项目融资的建设风险,并且将更大的风险由雇主转移向承包商。然而也可能有这样一些不能够适用传统的项目融资建设模式的项目:传统项目融资风险向承包商的转移可能并不代表资金上的风险转移,或是承包者可能单纯的不愿意承担这些风险。这些因素使得在有限追索权模式下的其他形式的建设采购模式的被提出。伦敦地下铁路有限公司(LUL)的公私合营就是一个传统的项目融资建设模式的局限性并作为一种有效的减缓项目风险的例子。本文所探讨的施工风险分配和管理,不仅在于分包水平,还在于在其他项目参与方之间,构建一个有利可图的项目结构。

2伦敦地铁有限公司公私合营方案

伦敦的地铁网络作为世界上主要城市的交通网络之一,曾遭受了政府拨款持续不足和缺乏长远规划的对待。在19983月,工党政府宣布,伦敦地铁有限公司将改组,以创造一个面向公众的营运公司(LUL ,负责运行的列车和车站,确定服务模式和定票价,和3个新的公司( Infraco公司 )负责管理列车,车站,轨道和信号资产。拟议的公私合营所涉及的实质上是为出租合同,这是因
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为伦敦地铁基础设施相较于其经营要素(即列车驾驶,票务,营销或收入征管)更受重视。隧道的经营职能仍会由伦敦地铁有限公司担负,届时该公司已完全归属于伦敦交通运输局——一个大伦敦政府的机构。

作为公私合营的一部分,伦敦地铁有限公司将其11个深层地铁和地铁服务产品线分为三个不同的部分,分别由三家Infraco公司负责:JNP公司 BCV公司和SSL公司 ,每个公司都有它自己的公私合营合约(服务合约)。伦敦地铁有限公司建立了这些Infraco公司作为内部部门并于19999月着手展开模拟运营。当转移到私营部门后这些Infraco公司所需要签订服务合约,以维护和改良地下基础设施,并为这个目标提供必要的资金。

3一般性质的服务合约
合约为期自移交之日起30年,该期间内相关Infraco公司的股份由私营部门提供,分摊到47.5年期(每一审查期间,在每审查期间结束时有一个审查日)。Infraco公司的主要职责:

1 实现基于模拟运营阶段而制定的具体运营水平,其中包括车次安排,资产的利用率和列车及车站的情况;
2 )采用专业升级以确定网络集团(指定线路升级)在指定日期实现重要性能升级; 3 )完成的其他项目,如车队的翻新和替换,车站的现代化和翻新; 4 资产管理和维持,使资产在每一个审查日期符合指定的基准条件(资产状况的基准),在第三次审查期末的指定基准条件(剩余预期寿命),和在服务合约届满时的指定的剩余寿命基准条件(剩余寿命基准)

资产在维修、更新和升级之间的有效平衡在于Infraco公司业务的核心,伦敦地铁有限公司认为,私营部门处在决定这个平衡的绝佳位置,而最能够有效刺激私营部门的便是支付制度。

根据服务合约,伦敦地铁有限公司的关键义务就是要在根据Infraco公司在性能、效率和氛围基准尺度的执行情况对基础设施服务费ISC 进行调整的基础上,向每个Infraco公司要支付基础设施服务费(ISC

1 )性能指流动设施和基础设施对伦敦地铁有限公司乘客的传送服务能
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力,由总旅程时间来测量。同时性能规范要求一旦性能改良实现,则对每条线路的性能进行升级,

2 )效率是指乘客由于人为过失或机器故障而遭受的服务中止的影响的范围。总结于日复一日经验的最主要需求是,Infraco公司应当设法使基础设施在良好的状态和适当环境下有效运行,因此在服务合约中提供经济诱因,以尽量减少由反映拖延对乘客的总体影响期间来测量的与资产相关的延误。 3 )氛围,反映在伦敦地铁有限公司的乘客对于车站及列车中履行环境质量的感受,通过不记名顾客调查进行估量。

伦敦地铁公司公司合营方案的性质意味着它遇到的风险和有限追索前项目通常遇到的风险是截然不同的。

1 )一个大型的资本投资方案持续在整个服务合约期内,尽管大部分投资是在最初的715年中,但在分散的施工期和其后的使用期间内,也不能说工程风险就已经大大的缓解了。
2 )第一点的一个必然的结果是,对于施工风险和维护风险间的积极管理要贯穿在整个合约期内。这种平衡比任何一个私人融资项目(PFI)都要难以掌握得多。到目前为止,平衡是一个比在其他私人融资倡议(联谊会)更加严重的项目问题,如在合同订立初始就决定了项目生命周期,维护工作也一般被计划为在整个合约期内。在伦敦地铁有限公司公私合营中的最有效的平衡——资本和运营开支——是一个必须由Infraco公司不断重新评估的问题。

3 如果没有一个全面的资产状况登记,此在服务合约的开始就量化工作需求以根据需求条件筹集现有资产是不可能的。而伦敦地铁有限公司确定和划分资产,从而就可以实现筹集现有资产。但一定的资产(特别是那些深管集团)都没有分类,或有没有确定那些伦敦地铁有限公司的资产(被称为灰色资产能够有效地被分配到各种条件类别下。在服务合约中没有额外补贴而使Infraco公司因此承担风险的分类是不正确的,可能导致更高的费用和延误完成性能的升级。

所有这些因素共同表明在合约期开始就向私营部门转移的整个建造和维修的风险未必是经济风险,因为在未来的任何情况下,公共部门的服务需求也是不能被确定的预测。因此,致力于在融资结束时为整个合约期融资的方法既不可行,也不可取。这个问题演变成为项目风险,尤其是施工风险,要如何被分配和管理,使风险转移到私营部门时有有效的价值。

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4伦敦地铁有限公司在第一次审查期间的风险分摊:灰色资产风险和非常审
为了减轻Infraco公司风险曝光,服务合约所载的机制允许伦敦地铁有限公司分摊项目风险。最重要的是这些关系到对灰色资产的处理和对法定仲裁者的作用。

灰色资产
为了减轻Infraco公司的灰色资产风险,在第一次审查期间有关灰色资产有一个单独的制度。Infraco公司只负责在第一次审查期末将这样的财产分类,以及支付在这期间将任何可能不安全的因素转变安全的费用,与维持灰色资产在他们可控范围内的联合成本。

法定的仲裁者和非常审查
法定的仲裁者是一个管理职务 依据大伦敦政府法1999(“The GLA Act”为伦敦地铁有限公司公私合营创造。在大伦敦政府法中,该人被定义为公私合营的仲裁者,但此处在服务合同中的定义,是法定的仲裁者。

服务合同规定的某些事项向被转移由法定仲裁者定向指导 法定仲裁者必须按大伦敦政府法的要求,指示或指导出实现预期目标的最佳途径,其中包括提高效率性和与铁路基础设施相关设备、建设,重建,改善或维护的经济性,确保任何高效和经济的Infraco公司的都可以赢得其回报率,并且授权Infraco司合理的明确的规划未来对服务合同的执行。

法定仲裁者一个关键职能是发出关于一个“假想Infraco公司”所必须的财政指示。这是一个假设性的实体,模拟Infraco公司在经济和效率方面的职责,并被假设具有一定的特性。


1 在相关的审查日期时必须履行其所有职责以证明其的能力足以完成在之后审查期间的任务;

2 )它具有与第三方比如Infraco公司相同的合同委托,以有效率和经济的方式状态履行义务。
3 )它拥有与Infraco公司实际所有的资金安排相同的资金安排,以便有效率和经济的方式状态履行义务,并会进一步以即经济又有效率的方式改善金融;


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4 )在为了相关活动签约的竞标过程中评估资本和营运成本,并考虑一些必要的问题,如基础设施服务费的调整和成本超支概率和在投资组合中的存款。

非常审查
Infraco公司可能在第一次审查期间提出非常审查,如果其有理由认为,净逆差在审查期间已上升到超过或将超过实有资产:在第一次审查期间实有资产是2亿英镑,其中包括每个之后的审查期有的5000万英镑。净逆差是有效费用和有效收益的综合,有效支出根据Infraco公司的实际支出(或者如果较低,费用Infraco公司将导致它以和假想公司一样有效率和经济的方式完成)(“合格费用”)和假想Infraco公司的预计支出比较进行预计,合格费用是相对于预期费用而言的,它是超越净逆差点的净值。一个相似的估算是有效收益,它是与基准收益相比较的实际收益(如果较高,则为假想收益)。

如果法定仲裁者的指示,合格费用已经或即将超过实有资本,法定仲裁这可能会被要求做出指导以调节基础设施服务费,使假想Infraco公司得以躲避在当前的审查期间有超越实有资产的净逆差部分进行融资的需要,如此以来Infraco公司就被提供了充足的资金以面对在下个审查日期来临前产生的净逆差。


5伦敦地铁有限公司在随后的审查期间的风险分摊:定期审查
Infraco公司原有的拨款承诺建立在一定的风险基础上。如果伦敦地铁公司新增周期性审查的义务,实质上是在提高项目的风险,或需要额外资金。这会危及到现有资助者使其不再愿意继续参与交易。因此一项旨在平衡关于各Infraco公司股东、出资人和伦敦地铁有限公司在之后的周期性审查中的财政风险的利益的方案被制定出来。

伦敦地铁有限公司应该在审查日期的至少18个月前向Infraco公司提出开始为将至的审查日期(“重申条款”)开始准备的通知和它的承受能力限制。伦敦地铁有限公司所准备的重申条款在范围上有限制:它不可以改变某些关键条款并且必须具备技术可行性。Infraco公司届时负责对反映了Infraco公司在履行重申条款时对新拨款的需要,无论是在融资前的现有义务(基础财务)还是新的各种义务(有效财务)的基础设施费水平的提议。

伦敦地铁有限公司或Infraco公司在此之后可以向法定仲裁者要求明确的决
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定,Infraco公司履行重申条款所需要的适当的基础财务和有效财务的水平,以及是否伦敦地铁有限公司的改变包含在重申条款中相当于Infraco公司风险的一种实质性改变。一旦法定仲裁人裁定:

1 )基础财务和有效财务是必须的,或者Infraco公司风险出现了实质性的变化;以及
2 )假想Infraco公司无论如何无法没有能力获得基础财务和有效财务,因而在服务合同转移到一个新的服务供应商时,需要一个特别委托销售。

然而在政策方面出于在不同情况下销售会产生的不同的特别委托销售,也会有不同的补偿结果。否则项目风险形式与一个特别委托销售无异,反映出的(在所有条件都一样时)基础财务资金风险实质上就是一项Infraco公司风险。因此:

1 )如果伦敦地铁有限公司要求在需要有效财务的或改变项目风险的服务合同中做改变,届时高层贷款人(对JNP来说,中层贷款人)将得到充分的补偿。股东收到他们的股本的收益,再加上他们的基本收益以维持服务合约能够适Infraco公司实际现有运营水平调整时的余额。
2 )如果必要的基础财政不能够实现,那么100%Infraco公司将被要求在不足一年的期限内支付高级债务,公司股东(在Infraco公司JNP中,中层贷款人)则被切切实实的暴露在这样的困境中。

因此在未来融资风险方面,有基于债务特性的,不可以被融资的另一种风险平衡,然而Infraco公司财政风险本质上是工程风险的产物,并且因此Infraco司股东面临着工程风险的双重威胁:第一,无论如何他们都要面对不能够转移到Infraco公司工程上去的残留工程风险,第二,他们面对着重申条款融资失败的风险。

6 Metronet络和管线: “线路之上”工程风险的管理
由于此类文件通常是不被披露的,每个Infraco公司以何种手段使Infraco司残余施工风险在出资人和股东之间分配便很难判定。但仍会有些被披露的信息,对于这种风险的观察组织如下:

管线(Infraco JPN公司
Infraco JPN公司的资金是一个高级债务的联合体,隶属于(中层)债务以及
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股票。Infraco JPN公司的高级债务总额约为18亿英镑,其组成包括:公开与非公开的定期贷款分别为6亿英镑和6.3亿英镑,此外高级设备2.96亿英镑(2亿英镑备用设施和其他“流动设施”九千六百万英镑)以及欧洲投资银行3亿英镑的定期信贷融资,金融机构提供的中层债务1.35亿英镑,和股东提供的1.35亿英镑股票。

在对Infraco公司JNP资金结构评估的最后,伦敦地铁有限公司认为Infraco公司JNP在有足够的股票可以帮助任何备用设备将其经济和效率性误差在第一审查期间控制在实有资产范围内的基础上,有能力吸收材料成本误差。短期股票为无效成本提供资金,另外还有8000万英镑的现金储备(由差值或现金流量确定,前者可能性较大)为上文中提到的流动设施而准备。为防止在Infraco公司JNP的筹资协议下出现违约,需要有一部分不可动用的费用“无效成本”2002年,这个数额为2.5亿英镑,为总资本金额的12%
Metronet联合体( Infraco BCV公司和Infraco SSL公司

在有关Metronet联合体BVC公司筹资方面我们可以了解更多细节,其高级债务中,银行债务和债券各占一半。净债券收益为5.15亿英镑(1.65亿英镑的指数挂钩和3.50亿英镑的固定利率债券)
债务设施共计5.1亿英镑,3.3亿英镑的定期信贷融资,6500万英镑备用循环信贷融资和1.15亿英镑的流动资金构成,其中包括欧洲发展投资银行3亿英镑的中期贷款。股东出资总计1.75亿英镑,其中包括股票7500万英镑和股东债1亿英镑,没有第三方的中间资金。

Metronet 铁路BCV 金融股票上市公司提出公告指出,Infraco BVC公司内部分配和管理成本风险时,产生于项目内部对储备金的使用计划致使大量项目帐户的创建,包括现金应急储备金帐户及流动性设施带有废止条件的帐户,这对Infraco BCV公司分配限制的研究也十分有趣:

1 )直到债券发行日期后六周年为止,任何对Infraco公司分配帐户的付款都是不允许的,并前在此之后的任何情况下这种转移只允许达到一个指定的分配上限,否则就不进行分配。

2 )为使Infraco公司即使在不进行分派的情况下也可以获得超越上限的分配,存在一个附加允许额:应急现金帐户的余额至少五千万英镑,并且分配额的总量相当于对高级设施的预付额。
3 )分配事件防止转移到分配的帐户。特别值得指出的一点是,是有关于流动资金设施,无法偿还(或预计无法偿还)的,除非:

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a)该笔金额不大于上述阈值的净逆差,或者
b)流动资金设施带有废止条件的帐户是在信贷的数额至少等于无法偿还的流动资金设施超过净逆差的数额。

这就是说,分配只在流动资金设施的借方余额大于伦敦地铁有限公司在第一审查期间运营中应当支付的允许净逆差的总和,或者流动资金设施的借方余额超过净不良影响的情况下被允许,否则现金抵押在流动资金设施d带有废止条件的帐户。

伦敦地铁有限公司Infraco BCV的融资敏感性评估认为:有足够的股本,以服务的任何备用设施,制订涵盖经济和效率的高于实有资产的误差,这一结构可以以10%的成本增长吸纳21/2年在线升级延期。

但在实际的条款中,股东的融资结构及中间贷款人可以保护高级贷款人远离无效成本的风险:适用于额外的债务服务的现金流量适用于优先支付股东和贷款人。这种主从关系的意义与Metronet联合体在管线上的略有不同。前者更加注重分配锁定和储备,而后者则看重短期股票的利用(虽然目前尚不清楚Metronet联合体的次级债务或股票的哪部分是短期的)尽管分配保留和还款主从次序的方法相结合使用,且在有关分配和保留的不同可能可以反映出不同的分包结构, 在其中Infraco BCV公司和 Infraco SSL公司的股东已经作为供应链中的承包商收到来自分包合同的收益。

7 Metronet联合体 BVC公司: 线路之下的建设风险管理
Metronet联合体 bcv财团的成员是鲍尔弗华伦比堤集团有限公司,泰晤士水务有限公司,是阿特金斯铁路有限,海岸有限公司和庞巴迪运输(集团)英国有限公司或其相关子公司。为了达到其在服务合同中规定的义务,Infraco bcv公司进入了下面的供应链合约:土木工程合约,车站工程合约,轨道工程合同和机车车辆和信号设备的采购合同。土木工程合同

该土木工程合约在infraco bcv公司和trans4m有限公司( “ trans4m ” )间缔结 ,其股份由鲍尔弗华伦比堤集团有限公司,泰晤士水务有限公司,阿特金斯铁路有限公司和海岸有限公司均分。土木工程承担关于四个主要的资产组(桥梁及结构,深管隧道,土壤结构,水泵和排水),它们一同进行检查和评估,但维修工程和评估是以每个资产组的实现为前提。该土木工程分为3个单独的工作类型:检查和评估资产,基于较早前的评估进行计划和无计划的维修和完成重大
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补救工程,。该土木的工程合约的结构基于土木基本合同和总土木联盟协议,用了两个层次的做法。

土木基本合同
该土木基本合同建立在目标成本的基础上,偿还trans4m其所实现的工作实际成本,再加上费用的因素。目标成本涵盖trans4m所有的费用,包括相应的成本,管理成本,间接费用,利润和应急费。付出/收益分配机制是基于50%上扬或者下滑的计算进行分配,初步的目标成本是基于一个初步的,在土木工程进行期间会进行修订和更新的方案和工程范围确定的。土木基本合同还包含预计的累积现金流量表代理作为trans4m的付款索赔上限,但是trans4m仍可申请Infraco bcv为累积付款的资料加以调整,以容纳这种增加——只要调整后的数字仍低于已载列于资本支出预算和拨款协议订下的内部的整体现金流量的限制最高限额。
Trans4m在土木基本合同中承担的潜在赔偿责任如下(除某些例外情况外,包括故意违约和赔偿责任的消亡和人身伤害) trans4m在目标成本的机制下的负面成本风险的赔偿责任,不得超过土木工程初步估计目标成本的17.5 %,其Infraco bcv 公司的差额赔偿责任(不包括责任的违约赔偿金,服务站, nachs ,增益分享,缺陷和保险投保)不得超过初步目标成本的15 %,法律责任,违约赔偿金,服务站和nachs不得超过初步目标成本的15 %。关于缺陷,对进一步限制制度达成协议,自相关工程完成之日起Trans4mInfraco bcv公司有为期两年赔偿责任期或者是Infraco BCV公司在服务合同内导致的损失但没有超过相当于大于矫正缺陷的费用的100%的数额及5万英镑(编制)每个缺陷的,进一步分上限初步目标成本的5 %支付间接或相应的损失。

虽然工程分包合同将竞争招标,目标成本管理和设计组件将延续到第二次审查期间。

土木联盟协议
根据土木联盟协议,Trans4mInfraco bcv公司承诺共同管理和进行土木工程,不造成或索赔土木工程所产生的损失,费用或损害赔偿,在两个关键例外的影响下:

1 )此方法不适用于关于实际费用,间接费用和利润,收益分配和lns益分配(见下文)和某些Infraco bcv公司自留的特定的风险的索赔支付;也不
2 )在缺陷方面的负债(包括潜在缺陷)


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应当指出土木联盟协议的两个关键功能:

1 当土木联盟协议存在于在适当的地方时,它修改或中止土木基本合同的某些条款,并在一旦发生纠纷或僵局不能解决时土木联盟协议终止和组织恢复到未修改的土木基本合同。

2 )土木的联盟协议规定由infraco bcv公司成立一个lns帐户,以帮助确lns收益分配的数额,作为支付额,由或者向trans4m支付关于infraco的违约赔偿金, 土木工程导致的NACHs和服务点。因此,土木基本合同和土木的联盟协议之间基本风险的差额,根据土木基本合同由Trans4M引发成为确定的风险费用(尤其是收入的风险,如延期违约赔偿金)被作为Trans4M的风险来处理并且不允许被纳入建立收益分配计划的实际成本。但根据土木联盟的协议,这些费用(以及任何储蓄)均由Trans4MInfraco BCV公司分摊,以此使Trans4MInfraco BCV公司在管理延误和收入成本的利益上关系更为紧密。
根据土木联盟协议,Trans4M Infraco BCV 的潜在责任同样受到土木工程合同的限制,尽管限制似乎是土木联盟协议是以目标成本的百分比表示并且反映了土木联盟协议下通过l LNS收益分配机制所商定的延误成本目标津贴,

车站工程合约
该车站工程包括了一系列专业的车站改善和现代化的项目。尽管从车站工程曝露的最终的成本和infraco公司收入仍有不明朗因素,该车站工程作为土木工程并没有包括灰色资产风险组成部分。因此,该车站工程,与土木工程具有相同的合约结构,Infraco BCV 公司和Trans4M公司在经营的目标成本的两方面的基础上,缔结了结盟合约和基本工程合约。不过,车站工程的重点还是被谨慎对待,尽管数额巨大仍旧被纳入目标成本合同,而不会为了解决灰色资产风险在土木基本合同的要求下,纳入检查和评估方案。

轨道合同
轨道合同是infraco bcv公司和鲍尔弗华伦比堤铁路工程有限公司( 轨道系统承办商)之间签订的,包括在第一次审查期间内轨道工程。根据轨道合同infraco公司将会在谘询与轨道承包商后,按照总体方案提出工程要求。每个工程要求的内容,将由Infraco BCV公司予以制定,它负责的概念设计和确定哪些部分的轨道需要重做,同时,在已经商定好的时间表和利率的基础上,Iinfraco BCV公司和轨道承办商将为每个工程商定一个固定的价格。因此,Infraco公司决定更换特别路段的轨道是否值得,以及是否更换能够得到相应的或者更高的回报,
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在下文中这样的决定是在整体业务经费和预算的限制下做出的。

轨道工程承包商的责任限包括延期和违约赔偿金的上限(限制为每年轨道工程完成价值的15%,但低于整体的上限,即整体合同价格的10 %)和有关终止责任的上限(通常限制在轨道工程剩余待建部分为总价值的10%

机车车辆和信号设施的采购合同
机车车辆和信号设施的采购合同是infraco bcv和庞巴迪运输(项目)英国有限公司( 庞巴迪)之间签署的设计,建造,调试和维修的新机车车辆和控制和信号设备的合同。在第一次审查期间,庞巴迪公司也将接手负责维持现有车队。

所有价格(不包括维修价格)是固定的。为服务和设备以外的其他维修,结合的预先确定的时间有关的款项计算费用,再加上进一步的,关键事件进行编程,6-9付款期四周。金额为维护固定,直到第二次审查期间,均显示为余下的任期内服务合约,与终止权,如果价格不能同意。

庞巴迪公司的潜在负债上限下的四个主要元首:延期违约赔偿金的上限是指数合同供应价格的20%,其他剩余的负债上限为指数合同供应价格的15 %,庞巴迪公司的整体负债不能超过指数合同供应价格的25 %, 如过庞巴迪公司中止合同的则上限是订为100

8管线和JPN公司 线路之下的建设风险管理
尽管详情尚未公开披露,但一般条款都具有。在和柏克德公司间CIP借调协议中处理了施工风险,而操作风险是在Infraco JNP公司和Amey 有限责任公司和贾维斯有限责任公司(或子公司)间的OMP借调协议中处理。

在借调协议的指定安排下,柏克德公司, Amey和贾维斯将协助Infraco JNP管理并提供infraco jnp的资本投资和操作及维修方案。这些协议没有规定固定价格或日期等承诺,但具有类似的管理合同与收费结构,其中包括固定费用和奖励费用与分担(在规定的限度内)的成本节约和超支。因此在本质上,对Metronet联合体来说,这是一个类似的目标成本结构,但没有在第一次审查会议期间签署与金融关系紧密的完全的合同。
9讨论
伦敦地铁有限公司公司合营说明传统的采购模式作为解决施工风险方式的潜力和限制。 Infraco BCV公司在在一个单一的项目中使用不同的风险管理机制方面,提供了一个很好的例子,例如目标成本,结盟,框架合同和交钥匙的形
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式。但是这些模式本身对于伦敦地铁有限公司l背景下施工风险来说,都不是一个完整的解决方案。伦敦地铁有限公司公私合营是一个科技进步水平的例子,来说明采用何种手段使项目风险,尤其是施工风险,可以缓解并且“筑堤防护”
伦敦地铁有限公司公司合营和其他项目最大的区别是大量的项目风险元素保留在项目公司,并且缺乏一个背靠背的依靠度过风险。首先, Infraco公司实质上是关注与监管法定仲裁者和名义Infraco公司形式的风险,而根据他们的分包合同的Infraco公司关注传统施工风险。infraco分包商不一定要采取经济和有效率的行动,成本,支付给这些分包商的费用不会被保留,纯粹因为他们并不是经济有效。这是项目风险承担的一个重要的新元素,这是由股东中层贷款人创造的。其次,凭借供应链的成本分担机制,Infrco公司在工程进行中实质性的剩余价格风险要素,并非是他们的供应链,而是Infraco SSL公司和Infraco BCV公司使用的联盟结构,引出了进一步的风险,即项目中的关系风险。
因此,无效成本风险成为剩余的线路上建设的风险,每个Infraco财团必须予以分配和管理:这是介于高级贷款人,从属及中层贷款人和股东之间的。应该紧记,也线上建设的风险的组成,不仅仅是在第一次审查期间的无效成本,同时也包括随后的审查期间相应的财务融资风险,管线路或Metronet联合体都没有完全披露的相对优先的位置,但对融资结构的负面情况评估力量,给出了一些股东及中层从属和支持水平的显示。

1 )标准普尔对Infraco JNP公司的初步评级指出在第一审查期间该公司引用足够的附加流动资金以吸纳无效成本96百万英镑,以及之后审查期间的5千万英镑。濒危物种贸易公约足够的额外的流动资金,以吸纳不允许的成本9600.0万英镑,在第一次审查期间和在五千万英镑以下的审查期,而伦敦地铁有限公司的最终报告提到有8千万英镑的现金储备和短期股票为基金议定的经济和有效率的成本超支准备,并保持债务/资产的比例保持在85%。中层贷款人和股东贷款的偿还为从属关系提供了进一步的机会,但该从属关系的程度和条款并没有对外公开。
2 )在关于Metronet联合体InfracosMetronet铁路BCV铁路发行说明书指出流动设施带有废除条款的帐户为无效成本作为现金抵押,以流动设备备用需求行为作为预付 债券的流动性设施defeasance帐户,作为现金的抵押品,不允许成本,流动资金设施outstandings的要求采取行动,以此预付在任何情况下无法偿还的流动资金设施超过净逆差的数额。

所有这些缓和措施都对高级债务风险的利润有直接影响。以Infraco JNP
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例,开放型债务的定价高于伦敦银行同业拆息145165个基点,封闭型债务则高于50100个基点。
Metronet联合体定价不可用,但市场预期在20032月,这将是低于Infraco JNP公司在Metronet联合体计划提供更大的确定性成本的基础上所确定的值。这与普通定价,PFI融资模式高级债务在高出伦敦银行同业拆息85125基点相比较:因此而伦敦地铁有限公司公私合营高级债务较普通PFI融资得到了更高的重大风险补贴,这是并不显着的建议增加。

这种情况的原因之一是管线和Metronet的采购模式对线外风险的分配给予的重视。Infraco BCV公司和SSL公司高级债务所实现的投资等级,标准普尔的评级报告特别指出:

“传统的PFI融资/公私合营的采购策略” ,在第一次审查期间将提供[Infraco BCV公司/ Infraco SSL公司]以高度的成本确认和风险缓和措施。
Infraco JNP公司同样完成了其投资等级,并声称已同柏克德公司,Amey 限公司和贾维斯有限公司等所有这些都具有广泛的铁路建造经验的公司共同受益于借调协议。

同时减轻高级贷款人对项目风险看法的其他因素也需要受到重视。实有资产及假想Infraco公司试运营为建设风险提供了实质性的缓和。尽管更根本的原因是伦敦地铁有限公司有义务在无论何种情况下合同终止,除非是Ifraco JNP公司未履行合约的情况下偿还高级债务和定向的特别委托销售。一旦Ifraco JNP未能履行合约,默认的金额(即95 %)将被支付,而当在ifraco公司筹资失败,进行特别委托销售的情况下,100%有效债务将在一年之内支付。因此,高级贷款人在此得到了远远大过一个普通PFI融资项目的保障。
由此我们得到这样的建议,人们若想得到对项目风险一个更明晰的评估,应当着眼于股东和贷款人的立场。贷款人和股东的债务是开放的,不是有效债务,他面临着无效成本的风险并且在特别强制性出售终止时没有一个明确的地位(但与股东的补偿类似有可能是一种实质性的影响)。Infraco公司股东预期回报率是不公开的因而不得而知,但可以预期infraco股东的无效成本风险将从属或低于的中层出资人。Infraco JNP公司已公开透露,中层债务利率是15 1500点) :在15 %是Infraco JNP公司中层的回报率,并且股东服从中层出资人情况下,人们会期望股本的基准回报率是同样或者更大。高度的剩余中层贷款和股东的风险也由伦敦地铁有限公司的结论在其最后报告中证明,拟议的财务结构显示在不利的情况下对股本回报率具有重大的影响。有评论家的观点相信,或者说充
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足的肯定,Infraco JNP公司中层出资人的回报不是完全合理的。

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APPENDIX D CONSTRUCTION QUALITY CONTROL (CQC
The effectiveness and long-term performance of either a permeable or impermeable barrier depends on the level of construction quality control that is implemented. This section will address the more commonly used barrier technologies in environmental applications such as slurry walls, deep soil mixing, and jetting. In addition, CQC issues for sealable-joint sheet piles will be addressed because this technique is becoming more widely used. Slurry Walls Steps that should be taken prior to construction include the development of a CQC plan which reflects the technical aspects of the barrier design. After the depth of the wall is specified, the plan should be geared towards the two important aspects of the wall design, conforming impermeability and wall continuity. This is carried out through a series of CQC tests conducted prior to wall construction to accurately provide the specifications of the slurry makeup and the backfill mix, specifically, its compatibility with contaminants, its effect with temperature, and achieving the desired permeability. It should address remedial techniques for substandard construction practices and for any other problems that might arise during implementation.
Listed below are some quality control considerations and guidelines for slurry walls modified after Bell and Sisley ( 1992.

QC of Slurry/Backfill Mix
·Check the calibration of all measuring devices. ·Measure and record quantities of each ingredient as metered by the batch plant. ·Compare batch measurement totals with material inventory usage. Record comparisons each shift or more frequently. Investigate disparities. ·Measure and record specific gravity of each slurry mix component. ·Measure and record viscosity/slump as appropriate. ·Measure and record filtrate loss.
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·Measure and record pH. ·Measure and record gradation of backfill. ·Measure and record permeability of backfill. ·Document observations and comments on sequence of combining ingredients and thoroughness of mixing. Record times when changes are observed. ·Properties mentioned in the fourth through seventh items should be measured prior to the addition of cement to a bentonite slurry in cement-bentonite slurries. ·Measure and record sand content for cement-bentonite slurry walls. ·Allow bentonite to fully hydrate prior to the addition of cement for a cementbentonite slurry.
QC During Trenching and Slurry Placement
· Record time elapsed between batching and placement in wall, rate of slurry delivery and indicate location (station in wall where batches are placed. · Measure and record depth, width, and wall continuity at frequent intervals. ·Measure and record trench verticality by measuring verticality of excavation equipment. ·Determine trench continuity by sweeping trench bottom with backhoe bucket or a vertical probe. ·Determine the penetration of the trench into a natural aquiclude during key excavation. ·Measure and record depth to top of backfill at time of placement and after setup. ·Document observations and comments on caving, squeezing, sloughing, or other ground movements. ·Obtain samples of slurry backfill prior to setup from mid to lower portions of wall. ·Mold slurry samples for laboratory testing. Avoid excessive mixing. For slurries that shrink or bleed, molds should be more than 2 diameters long. ·Store and transport samples to avoid vibration and exposure to excessive heat or cold. ·Install guide casings for subsequent drilling and sampling in deep or narrow
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walls.

QC During and After Setup/Hardening
·Visually inspect backfilled trench for indications of variability, cracking, excessive drying, contamination, dilution, bleeding, subsidence, disturbance, etc., until material has hardened and cover is in place. ·Observe installation of construction joints at shift startup and after delays during installation. · Drill and sample cutoff materials for visual inspection and laboratory testing. Use drilling and sampling methods compatible with wall strength and sensitivity to minimize sample disturbance. By specifying in detail the drilling, sampling, and testing methods, controversy as to the representativeness of results can be minimized because the minimum acceptable results apply only to those obtained by the specified methods. The methods used can also be improper or controversial, particularly in weak or fragile materials. Therefore all details of drilling, sampling, sample handling, transport, and storage must be carefully evaluated in the QC program, particularly when results indicate marginal or inadequate strength or hydraulic conductivity. · Packer tests performed on the trial cutoff walls were not completely successful. In narrow walls and weak materials, their results are questionable.
QC During Laboratory Testing
· Moisture content and dry density results from molded and core samples are useful in evaluating wall uniformity and changes that occur in the mix after batching. ·Unconfined compressive strength tests were considered appropriate for evaluating wall strengths. ·The measurement of hydraulic conductivity of nearly impermeable materials requires quality apparatus, skillful care in sample preparation, testing, recording, and presenting results.
Jet Grouting and Deep Soil Mixing
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As with slurry walls, the two important aspects to consider when developing a CQC plan for impermeable walls emplaced using jet grouting or soil mixing techniques, are maintaining wall continuity and maintaining the desired impermeability. Because both of these grouting techniques create walls through the successive emplacement of soilcrete columns, CQC issues will be addressed together.
QC Prior to Grouting
Obtain soil samples from test site for compatibility testing of the resulting soil-grout mixture. This will determine the susceptibility to permeation by chemical contaminants. The permeability of the soil matrix and the available void space will dictate the water/cement ratio of the grout, grout pressures, and hole spacing used. Wall thickness will determine the spacing of the grout hole array. The quality of the grout mixture can be determined by pouring a sample into a tray 1-inch deep and leaving it to set overnight. Break the sample open the next day and observe a vertical section. If banding is present within the section, it is an indication of poor mixing. It is also suggested that a pump test be performed at the field site to determine baseline conditions for later comparisons.
QC During/After Construction
Because the equipment used in jet grouting is highly computerized, a trained and experienced operator is required to monitor the process. During the injection, readouts of flowrates, injected quantities, and materials used are generated, and based on data interpretation, the process can be modified to those desired. Some other important construction controls include the following:
·Determine the water/cement ratio in the field by measuring the specific gravity of the grout and relating it to published tables. ·Measure the permeability by making a hole in a completed section of the wall, at the farthest distance away from the grout hole, and pump water into it at a constant rate. Drill observation holes outside the limits of the barrier and monitor the response to the pumping to determine the permeability.
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·Install piezometers upstream and downstream of the barrier to monitor differences in water levels. ·Core the barrier to determine the amount of grout that has been injected into the soil matrix and the effectiveness of the wall. ·Monitor grouting pressures for changes in subsurface conditions.
Sealable-Joint Sheet Piles The following construction quality control issues presented for sealable-joint sheet piles are taken from the “Waterloo BarrierTM Pile Driving and Joint Sealing General Specifications” (Jowett, 1996.

Part 1- General
1.03 Submittals
Submit the following items for review by the Engineer:
1. Certification: Provide documentation of agreement with a Waterloo Barrier Inc. licensed installer for provision of quality control service for the sheet pile installation and to complete joint sealing.
2. Pile Driving Plan, which outlines detailed pile placement, splicing requirements and details, method to achieve verticality within 1%, QC measures, joint preparation prior to sealing, and grout materials, mixing, and placement.

3. Mill test documentation for piling to be used on project.
4. Manufacturer‟s data that indicate the structural properties of piling sections(s to be used, including I, S, moment capacity, thickness, and width/depth dimensions.

5. Proposed welding procedures and certification of welders.
1.04 Coordination

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Notify the engineer at least 5 days prior to beginning pile installation operations at any location. This will not relieve the contractor of his responsibilities for performing the work in accordance with these specifications and contract Drawings.
1.05 Quality Control
A. The Quality Assurance/Quality Control (QA/QC program and joint sealing is to be completed by a Waterloo Barrier Inc. licensed installer.

B. Horizontal Alignment and Plumbness Tolerances: The maximum permissible horizontal tolerance in pile installation will be a deviation of not more than 6 inches (150 mm from the plan location indicated on the Drawings.

PART 2- PRODUCTS 2.01 Sheet Piles A. Provide poling as manufactured by Canadian Metal Rolling Mills in Cambridge, Ontario or other approved manufacturer under license from Waterloo Barrier, Inc.
B. A foot plate will be welded to the base of each female joint of the sealable sheet piling to prevent soil from entering the joint as the pile is being driven into the ground. The fabrication and attachment of the foot plate will be the responsibility of the Site Contractor. Exact dimensions of the foot plate will be based on the final rolled sheet piles. The Contractor will make the necessary fabrication arrangement to assure manufacture of the plates does not delay the sheet pile installation.
C. If the contractor chooses to drive sheet piles in doubles, a cone shall be employed to prevent soil from entering the mated (center joint. The contractor will be responsible for the fabrication and installation of the cone for each paired sheet pile set. Specific dimensions of the cones will be based on actual rolled sheets. Foot plates will be welded to the base of the female joint of the paired set as described in the preceding paragraph.


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D. Sheet pile containment wall depths are as indicated on the Plans and Specifications.

PART 3 EXECUTION
3.01 Sheet Piles Installation
A. Handling Sheet Piles
1. Lift in a manner which will not cause excessive bending stresses.
2. Do not damage sheet piles in either handling or installation operations.
3. The joint of each sheet pile will be visually inspected by the contractor prior to driving. Any foreign material will be removed and damaged joints and/or sheet piles will be rejected.

4. Replace or repair sheet piles which are damaged during driving.
B. Location and Tolerances
1. Drive piles vertically and in correct alignment so that the top of the wall lies on a straight line and ensure a proper interlocking throughout the entire length of the piles.
2. Sheet pile locations on the drawings are approximate and will be field located when appropriate and when approved by the engineer.

3. Deviation in horizontal alignment will not exceed 10 degrees at each joint.
4. The maximum permissible vertical tolerance (plumbness in pile installation will not be greater than a deviation of 1/16 inch per 1 foot vertical. The integrity of the interlock between adjacent piles will be verified by flushing the joint. Joint
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inspection and flushing will be performed by the Quality Control Engineer
. C. Set Up Sheet Piles
1. Drive piles with equipment suitable for the conditions encountered. The method and equipment selected will deliver the necessary energy to drive the piling to the design depths as shown on the drawings and minimize damage to each end of piling and adjacent interlocks. Suitable procedures must be employed to prevent damage to pile tops and joints.
2. Prevent and correct any tendency of sheet piles to bend, twist or rotate, and to pull out of interlock. The integrity of each pile and interlocked joint must be maintained during and after driving.
3. Top of pile at elevation of cut-off will be within 2 inches (50 mm of the specified alignment. Manipulation of piles to force them into position will not be permitted. Piles will be checked for heave. Piles found to have heaved will be redriven to the required point elevation.
4. Piles damaged or driven outside the above tolerances will be replaced. Any sheet pile ruptured in the interlock or otherwise damaged during driving will be immediately pulled and replaced.
5. Piles will be driven not deeper than 1 foot (300 mm of the specified depths for each location. The contractor shall take necessary precautions to assure adjacent piles do not penetrate deeper during pile installation.
6. Pull any sheet piling that are known to have pulled out of interlock or are suspected of having tip or interlock damage, as determined by the Quality Control Engineer, and pull for visual inspection before proceeding further.
7. Splicing is permitted is shown on the drawings or as approved by the engineer.
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8. Make splices using a full penetration weld or as otherwise directed by the engineer for structural purposes.

3.02 Joint Sealing
A. All sheet pile joints are to be sealed. Joint sealing is to be performed by a Waterloo Barrier, Inc. licensed installer.

B. Joint sealing will not be performed adjacent to sheet pile installation within a radius of the length of one sheet plus 10 feet (3 m from the sheet piling installation point.
c. After sheet piling has been installed in the ground, all sealable cavities will be checked by probing and flushing of the joints with pressurized water to remove any remaining soil material.
D. During the flushing, a hose or pipe will be inserted into the sealable cavity and advanced downward. The hose will allow soil particles to travel up and out of the cavity. Removed water and soil will be handled as specified in Project documents.
E. The flushing operation will be considered complete when the hose has been passed to the base of the sealable cavity and the water escaping from the top of the hole is relatively clean. The flushing hose may then be removed from the cavity.
F. A tremie hose or tube for pressure injection of the sealant will be inserted into the sealable cavity. When the tube has reached the bottom of the hole, sealant injection will begin. The hose will be withdrawn progressively up the hole as the sealant fills the space below. Keep tremie nozzle at least 6 inches (150 mm below rising surface of sealant.
G. The speed at which the injection tube is withdrawn must be carefully regulated to prevent trapping water or air bubbles with the sealant and to ensure there is adequate sealant to fill the cavity.
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H. The sealant used must be capable of penetrating into the potential leak paths, and have a low permeability to water. The sealant selected must also be resistant to chemical interaction and degradation when in contact with contaminated groundwater. The sealant will have a hydraulic conductivity of less than or equal to 1 x 10-7 cm/sec.
3.03 Records
A. Provide accurate records of each sheet pile installed. Submitted records will include the following information:

·Pile identification number ·Date and time of driving ·Model of hammer and energy rating ·Elevation at top of pile ·Length of sheet pile in the ground when driving is complete ·Rate of penetration in ft/minute ·Detailed remarks concerning alignment, obstructions, etc. ·Plumbness record of each sheet pile installed ·Joint flushing record for each joint installed.
B. Mark waterproof identification number clearly visible on each sheet pile, within two feet (600 mm of the top, before driving is initiated.

C. Spray paint all sheet piles rejected from the work for any reason, at the time of rejection, with the letter “X” within three feet (1 m of both ends.

D. Provide accurate sealant installation records. Submitted records will include the following information: · Joint identification number ·Date and time of sealing operation · List of equipment used during the installation ·Volume of sealant required to seal each joint.
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3.04 Rejection
If rejected from the work because of deviation from location, plumbness requirement excessive bending, twisting, or pulling out of interlock, or other reasons, take suitable corrective action at no additional cost to the owner. Suitable action includes extracting, and furnishing and driving of replacement sheet piles, so that all sheet piles installed meet the requirements of this specification.
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附件D 建筑质量控制(CQC 无论是透水层还是防水层的有效性和长期性都取决于实施施工质量控制的水平.这部分将着力于解决更多在环境应用中常用的屏障技术,如泥浆墙,深层土壤混合,井喷等。此外,因为这种技术越来越广泛的应用,CQC认证的问题即密-联合表桩将得到解决。
泥浆墙
应该在采取的步骤之前,建设包括发展一种标志认证计划,这反映了在技术方面的障碍。隔离墙的深度是有规定的,该计划应面向墙的设计,抗渗性的这两个重要方面及墙壁连续性符合设计规定。这是通过了一系列认证测试之前进行施工,以提供准确的规格,化妆水泥浆和回填的组合,具体而言,包括其兼容性,污染物处理效果与温度,并达到预期的渗透性。它应及时补救在执行过程中出现的技术不合标准建设的做法和任何其他的问题可能。
下面列出一些泥浆墙改性后,质量控制的考虑和指导。

泥浆/回填组合的质量控制: 检查校准所有测量设备。
测量并记录每种由植物成分作为水表的数量。
比较一批测量总数与材料清单的使用。记录比较每一档或更高频率调查的差距。
测量并记录每个泥浆混合组成具体的性能。 测量并记录适当的粘度/低迷 测量并记录滤液的损失。 测量并记录pH值。 测量并记录回填级配。 测量并记录回填的通透性。
文件的意见和评论序列相结合的成分并彻底混合,且记录的时候变化是观察。
性能涉及到在第四次通过第七项目应事先测量向除水泥外的膨润土泥浆。 测量并记录沙内容为水泥,膨润土泥浆墙。 加上泥浆水泥前,允许膨润土充分水混合。

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挖坑和泥浆安置期间的质量控制
记录配料和安置在墙上之间经过的时间,分批放置水泥浆并注明放置在墙处的地点。
在一定频率的时间间隔,测量并记录深度,宽度,和墙壁的连续。 通过垂直开挖设备测量并记录海沟垂直度。
由配备反相铲或垂直探针的装置清扫壕沟底部来确定沟槽的连续性。 通过关键挖掘部位确定至半含水层的渗透性。 测量并记录在安排以及安装后上方回填深度。
观察记录并注释崩落,挤压,塌方,以及其他地面运动情况。 取得回填之前,安装过程中,以及墙体较低位置的泥浆样本。
对泥浆样本进行化验。避免过度搅拌。因为浆料存在收缩性和渗透性,模具应多于2倍直径长。
储存和运输样品过程中避免振动和接触到过热或过冷物品。 在深部或狭窄的墙壁中安装指南套管,为以后的钻探和采样准备。

安装/硬化过程后的质量控制
仔细检查回填沟槽是否存在变质,开裂,过度干燥,污染,稀释,表面凝结,塌陷,干扰等迹象,直到材料的硬化并且覆盖在指定位置
观察施工缝隙在启动及之后,或者是延期启动的安装
演练及抽样材料的目视检查和化验。使用钻探和采样方法测试墙的强度和敏感性,尽量减少对样本的困扰。通过指定详细的钻探,取样,测试方法,即使存在争议其代表性可将结果误差减至最低,因为最低误差可接受的结果只适用于那些由所指定的方法获得的数据。特别是在劣质或脆弱的材料上,这种方法也存在缺陷并且是有争议的, 因此,在质量控制过程中,所有的细节钻探,取样, 品处理,运输和储存,都必须仔细评估,尤其是当结果表明存在边际或不恰当的液压传动装置传导系数。
封隔器测试对试验防渗墙的墙壁并没有完全成功,在狭窄的墙壁和脆弱材料中,其结果是可疑的。

化验过程中的质量控制
测自岩芯样品的含水量和干密度对于评价墙体的统一性和所发生的变化是有益的
无封闭抗压强度试验,被认为是适当的评估墙体力度的方法

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测量近防渗材料水力传导系数要求高质量的仪器,以及在样品制备,测试,记录,和介绍过程中熟练的技巧。

高喷灌浆和深土搅拌
同泥浆墙相类似,对于使用高压喷射灌浆或土搅拌技术的防渗墙建筑质量控制标准中,需要两个重要的方面考虑即保持墙体连续性和保持理想的抗渗性。为这两项注浆技术,生产墙壁通过通过建筑质量控制检测。

注浆之前的质量控制
从获取土壤样品的测试基地来进行土壤灌浆混合物的兼容性测试。这将通过其中的化学污染物确定易感性的渗透。土壤的通透性和可允许的空间,将决定水/水泥灌浆的比例,灌浆压力以及孔间距。壁厚将决定间隔的灌浆孔阵列,通过浇筑一英寸深的样本并放置一通宵可以确定注浆混合物的质量。打破样本的第二天,观察垂直剖面。如果嵌板存在,即显示这是一种不良的混合。同样也显示,在工地处的泵试验可以判定基准条件,以便将来的比较

建造期间/后来的质量控制
因为所使用的高压喷射灌浆设备在是高度计算机化的,并且需要训练有素和经验丰富的经营者监测过程。在注射,流量的读取,注射的数量,和所采用的材料的选取,基于数据的解释,在这个过程是可以进行修改。其他一些重要的建筑控制如下:
在该领域通过测量具体该灌浆的缜密性确定水/水泥的比例,并列表显示。 在墙体已完成的部分开孔以测定其透气性,在离这个灌浆孔最远的距离抽水入孔。观察孔外的壁垒界限和监察回应泵房,以确定渗透性。
在监控装置阻挡层安装上游和下游安装压力计,以监察异常的水位变化。 在地下条件,监察灌浆压力的变化。

密封-联合表桩
以下施工质量控制问题提交密封-联合表桩是来自滑铁卢无障碍打桩及联合密封一般规格

1部分-总述

1.03 提交文件

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由工程师提交下列项目的审查:
1.证书:提供Waterloo Barrier Inc.牌照同意安装提供质量服务,并完成密封性的文件协议。
2.打桩计划,其中概述了详细的桩位置,剪接要求和细节,方法,以达到垂直度误差1 %内 ,质量控制措施,密封性,注浆材料混合,和安置。
3.打桩粉碎性测试文件可用于该项目。
4.制造商的数据表明,打桩部分结构性能被使用的,包括I,S,力矩容量,度,宽度以及深度尺寸
5.建议焊接程序和认证的电焊工

1.04 协调
至少提前5天通知工程师,桩安装在什么位置。按照与这些规格和合同图纸,这是不会减轻的承建商所工作应负担的责任。

1.05 质量控制
A质量保证/质量控制计划和联合密封是由拥有专业牌照的滑铁卢无障碍公司按照安装程序完成。
B。水平校订和垂直公差:从显示的图纸计划位置上看来,许可的最高水平误差在桩的安装将不超过6英寸

2部分-产品 2.01 板桩
A.提供通过经Waterloo Barrier, Inc.许可的在剑桥,安大略省或其他地区的加拿大制造的金属轧机
B.脚踏板支柱垫板将焊接在每个凹槽共同的密封板桩的基柱上,以防止土壤进入作为桩打入地面。脚踏板支柱垫板的装配和附属装置将由该项目的承包商负责。脚踏板支柱垫板的的确切尺寸将基于最后轧板桩而定。承建商会作出必要的安排,以确保制造板块不
会拖延板桩安装。
C.如果承包者选择驱动器板桩在双打,将不得不采用椎体,以防止从土壤进入混合。承办商将负责制作为每个成对钢板桩设置及安装锥体。具体尺寸由该圆筒将根据实际决定。根据前面的描述脚踏板支柱垫板将焊接在凹形槽对中。
D.板桩墙围堵深度则根据施工计划和技术规范


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