doc_fn: alord/5700/o57002c.html
DocType: ArcAl
Id: AL 5700.2C
Title: Cost Estimating
Summary:
Org:
Date_Issue: 07/08/1988
Date_Close:
VdkVgwKey: alord-477
Directive: 5700.2
Text:

U.S. Department of Energy                                    ORDER
     Albuquerque Operations Office                         AL 5700.2C
                                                   Date:  July 8, 1988

SUBJECT:  COST ESTIMATING

1.  PURPOSE.  This Order has been prepared and issued as an element of the
    Department of Energy (DOE) Albuquerque Operations Office (AL) management
    and planning system for construction projects including major system
    acquisitions (MSAs), major projects (MPs), and other line item projects.
    It establishes cost estimating requirements for all stages of project
    development and provides guidance on the application of cost estimating
    methodology including the use of historical data.  This order
    supplements DOE 5700.2C, COST ESTIMATING, ANALYSIS, AND COST
    STANDARDIZATION.

2.  CANCELLATION.  Albuquerque Operations Office Cost Estimating Guide of
    October 1983 and AL Order 5700.28, dated April 9, 1984.

3.  SCOPE.  The provisions of this Order apply to all sites, Area Offices,
    operating contractors, and AL personnel under the purview of the AL
    Manager.

4.  REFERENCES.

    a.  AL 4700.1, PROJECT MANAGEMENT SYSTEM, of XX-XX-XX, which establishes
        AL policy for project management.

    b.  DOE 2250.1B, COST AND SCHEDULE CONTROL SYSTEMS CRITERIA FOR CONTRACT
        PERFORMANCE MEASUREMENT, of October 25, 1985, which delineates the
        requirements, procedures, authorities, and responsibilities for
        establishing and documenting uniform standards for assessing
        contractor cost and schedule control systems criteria (CSCSC), and
        which provides guidelines for applications of the system approach.

    c.  DOE 4700.1, PROJECT MANAGEMENT SYSTEM, of March 6, 1987, which
        establishes the DOE project management system.

    d.  DOE 5100.3, FIELD BUDGET PROCESS, of August 23, 1984, which provides
        requirements and procedures for the preparation and submission of
        field budget material for preparation of the Departmental budget.

    e.  DOE 5700.2C, COST ESTIMATING, ANALYSIS, AND STANDARDIZATION, OF
        November 2, 1984, which establishes the policy and responsibilities
        for developing and reviewing project cost estimates, preparing
        independent cost estimates and analyses, standardizing cost
        estimating techniques, cost data bases, cost and economic models
        escalation, and cost estimating systems.

    f.  DOE 6430.1, GENERAL DESIGN CRITERIA, OF December 12, 1983, to be
        implemented in coordination with the Assistant Secretary, Management
        and Administration memorandum of June 10, 1981, which establishes
        policies and objectives, responsibilities and authorities,
        procedures, and requirements for development and maintenance of
        general design criteria and their application in the planning and
        design, or acquisition, of the Department's facilities.

    g.  DOE/MA-0040, "Cost and Schedule Control Systems Criteria for
        Contract Performance and Measurement, Work Breakdown Structure
        Guide," of October 1981.

    h.  DOE/MA-0046, "Cost Estimating Manual," of January 1982, which is a
        compilation of DOE cost estimating procedures.

    i.  DOE/MA-0295, "Work Breakdown Structure Guide," of February 6, 1987,
        which provides guidance on the development and use of the work
        breakdown structure technique.

5.  DEFINITIONS.  The following terms are defined in the context of estimate
    preparation and supplement the information provided in other DOE and AL
    Orders.

    a.  Construction Management (CM).  Professional services focusing on
        construction provided primarily during the construction but
        including construction planning and related activities accomplished
        prior to the start of construction.  Construction Management may be
        provided by a DOE prime contractor, operating contractor, or a
        subcontractor to one of those organizations.  CM is an allowable
        project cost and is included in the construction cost as a
        subcategory of project management.

    b.  Contingency.  An amount budgeted to cover costs that may result from
        incomplete design, unforeseen and unpredictable conditions, or
        uncertainties.  The estimate of contingency for a particular project
        shall be arrived at by a risk assessment applied to project elements
        at the systems level of the project work breakdown structure.

    c.  Cost Estimate.  A documented statement of costs expected to be
        incurred to complete a project.

    d.  Direct Cost.  An expense that is attributable to a specific item of
        work.  Project direct costs include engineering, construction, and
        standard equipment.

    e.  Escalation.  A time-related change in cost caused by changes in the
        amount of labor required to produce a given unit of output,
        imbalances in aggregate supply and demand and changes in the cost of
        labor.  These forces act independently and in unison.

    f.  Government Cost Estimate.  An independent cost estimate prepared by
        a government agency or contractor acting under government direction
        for use in contract negotiation.

    g.  Independent Cost Estimate (ICE).  A document cost estimated that has
        the expressed purpose of serving as an analytical tool to validate,
        cross-check, or analyze estimates developed by proponents of a
        project.  These estimates are regularly developed by the Independent
        Cost Estimate Staff of the Headquarters Office of Project and
        Facilities Management.

    h.  Indirect Cost.  An expense that cannot be assigned to a specific
        item of work.

    i.  Project Management (PM).  Those services provided to the DOE on a
        specific project beginning at project authorization and continuing
        through the completion of construction.  Identified project
        management activities include all those required for overall
        planning of project activities, organizing and directing project
        participants, controlling all aspects of the work, and reporting
        progress against' current, accepted baseline for cost, scope, and
        schedule.  When conducted by personnel dedicated to full-time
        management of a specific project, the cost of this incremental
        activity is charged to the project and is included in the total
        estimated cost as an element of construction.  Estimates and budgets
        for projects subject to the DOE Cost and Schedule Control Systems
        Criteria (CSCSC) shall include development implementation and
        validation of the project control and project reporting system as an
        element of project management cost.

    j.  Project Support (PS).  Those operating expense funded functions
        provided by nondedicated operating contractor personnel or
        subcontractors for internal management or technical support of the
        project.  Activities included in this category are:  audits of
        project participants for conformance with plant or site standards
        (i.e., quality assurance, pricing, health and safety), independent
        review or analysis and cost estimates, and activities occurring
        prior to project authorization such as preparation of budget
        documentation, conceptual design reports, and design criteria.
        Startup costs incurred for operational testing, training of
        operating staffs, and similar expenses incurred by the operating
        contractor in preparation for operations are considered costs of
        operation rather than construction.

    k.  Total Estimated Cost (TEC).  The costs of the project, including the
        costs of land and land rights, engineering, design, and inspection,
        total construction cost (e.g., subcontracted work, project
        management, and special facilities equipment), and initial equipment
        necessary to place the plant or installation in operation whether
        funded out of operating or plant and capital equipment
        appropriations.

    l.  Total Project Cost.  All generic research and development, operating
        costs associated with Test and Evaluation, and plant and capital
        equipment costs specifically associated with a project.  It is the
        sum of the total estimated cost plus all other costs identifiable to
        the project. Total project cost includes:

        (1)  Plant engineering and design funds which are appropriated by
             Congress at the request of DOE for the performance of Title I
             and Title II design prior to authorization and appropriation of
             construction funds for a project.

        (2)  Conceptual design costs which are directly related to the
             formative stage in the design of a facility.

        (3)  Research and development costs necessary to complete the
             project.  The estimated costs by fiscal year for any project
             which requires the conduct of a research and development
             program as a prerequisite to its specific. design and
             construction features and for which research and development
             funds are included in the operating expenses budget requests.

        (4)  All other costs include any other costs directly related to the
             project that occur on a one-time basis, such as startup costs,
             initial training, termination costs, and decommissioning costs.
             Also included are operations costs for operating the plant
             and/or conducting experimental or testing phase predicated on
             abandonment, dismantlement, or transfer to others at the end of
             this period.  This demonstration period is intended to yield
             specific results over a definite time period.

6.  POLICY.  Cost estimates shall be developed for AL projects in
    conjunction with engineering design to establish the level of resources
    that must be committed to complete a project within authorized baseline
    of scope, schedule, and technical capability.  It is the intention of
    this Order to establish and promote practices that enhance the
    traceability, accuracy, credibility, and economy of AL project cost
    estimates.

    Consistent with this policy, AL will implement a program of estimate
    review project assessment to establish and ensure that AL projects meet
    the requirements of this Order.  AL directed project review and
    assessment activities will be conducted according to a schedule that
    anticipates the requirements of outside reviewers.  The Facilities and
    Project Management Division will be the focal point responsible for
    coordinating all such reviews.

7.  RESPONSIBILITIES.

    This Order establishes responsibility for implementing the provisions of
    this Order.

    a.  Assistant Manager, Management and Administration (AM/MA):  The AN/MA
        is responsible for applying the provisions of this Order through the
        Director, Facility and Project Management.  In the event that the
        findings of AL-directed cost estimate reviews and assessments cannot
        be reconciled, the AM/MA will resolve the differences and establish
        the AL position.

    b.  Director, Facilities and Project Management Division:

        (1)  Establishes and manages the AL Internal Cost Review program
             including nomination of projects for review, planning and
             technical direction of review activities, coordinating the
             conduct of all reviews with AL site operating contractor
             personnel, and AL staff.

        (2)  Insures that the provisions of this Order are carried out on
             all projects.

        (3)  Approves, on an annual basis, the projects which are subject to
             internal cost review, taking into account the flexibility
             needed for the overall program.

        (4)  Initiates and coordinates the involvement of AL upper
             management in the reconciliation of unresolved differences
             between AL Internal Cost Reviews and other project cost
             estimates.

        (5)  Directs the development and revision of AL policies on cost
             estimating, and acts as a technical expert on the cost
             estimating-related aspects of project management and reporting
             policy.

        (6)  As the focal point of AL cost estimating programs and
             activities for construction projects, coordinates the
             cost-related activities of reviewers from DOE Headquarters,
             including Key Decision Reviews conducted by the Assistant
             Secretary for Defense Programs (ASDP) and Independent Cost
             Estimates (ICEs) conducted by the Assistant Secretary for
             Management and Administration.

        (7)  Monitors operating contractor performance for compliance with
             the AL cost estimating program relative to Major Projects,
             Major System Acquisitions and Line capital projects.

        (8)  Supports and assists other AL divisions as requested in the
             development and application of cost estimating and cost
             analysis methodologies.

    c.  Area Office and Project Managers:

        (1)  Implement the provisions of this policy as they apply to cost
             estimate preparation.

        (2)  Assist the Facility and Project Management Division in
             reviewing and evaluating implementation of the AL cost program.

        (3)  Maintain historical cost data and a viable database.

        (4)  Promote and apply advanced cost estimating techniques such as
             computer-aided cost estimating in support of AL projects and
             the AL cost program.

                                        Bruce G. Twining
                                        Manager

                                TABLE OF CONTENTS

DESCRIPTION                                                           PAGE

SUMMARY OF ACRONYMS................................................    i

CHAPTER I - TYPES OF ESTIMATES.....................................    I-1
    TABLES
        I-1:  Cost Breakdown Structure for AL Projects
        I-2:  Contingency Summary Sheet for Conceptual Estimates

    ATTACHMENTS
        I-1:  Guidance for the Development and Application of.....     I-6
              Work Breakdown Structures
        I-2:  Estimate Criteria...................................     I-12

CHAPTER II - ELEMENTS OP THE COST ESTIMATE.........................    II-1
    TABLES
        II-1:  Allowable Contingency Ranges by Estimate Type

    ATTACHMENTS:
        II-1:  Contingency Analysis for Line Item Cost Estimates...    II-7
        II-2:  Uniform Format for Architect/Engineer Cost of
               Services Estimates..................................    II-32
        II-3:  Statement of Architect/Engineer Services............    II-53

                                SUMMARY OF ACRONYMS

A/E               Architect/Engineer
AL                Albuquerque Operations Office
AM/MA             Assistant Manager for Management and Administration
CDR               Conceptual Design Report
GM                Construction Management
CSCSC             Cost and Schedule Control Systems Criteria
CSI               Construction Specifications Institute
CWBS              Contract Work Breakdown Structure
ED&I              Engineering, Design and Inspection
HVAC              Heating, Ventilating and Air Conditioning
ICE               Independent Cost Estimate
MP                Major Project
MSA               Major System Acquisition
PM                Project Management
PS                Project Support
PSAR              Preliminary Safety Analysis Report
PSWBS             Project Summary Work Breakdown Structure
PWBS              Project Work Breakdown Structure
R&D               Research and Development
TEC               Total Estimated Cost
WBS               Work Breakdown Structure

                              CHAPTER I

                          TYPES OF ESTIMATES

This Order identifies five types of cost estimates and the project phase
with which each is associated.  The definition of each element includes t
minimum requirements for estimate detail.

A.  Planning Estimates.  This type of estimate is prepared prior to
    completion of conceptual design when complete design information is not
    yet available.  Estimates of this type are the basis for Short Form
    Construction Project Data Sheets and are formatted in accordance with
    the Cost Breakdown Structure of Table I-1.  All figures presented in
    project cost estimate summaries shall be escalated to the schedule
    midpoint of the activity being estimated (i.e., construction, equipment
    procurement, design).  Efforts should be made to demonstrate the
    reasonableness of proposed costs through reference to historical data.

B.  Conceptual Estimates.  Conceptual Design Reports (CDRs) and Design
    Criteria require cost estimates supported by construction quantity
    takeoffs, pricing, an ED&I analysis, a project management analysis, and
    a contingency analysis.  The design and, cost estimate developed for a
    CDR together form the detailed information which supports a Construction
    Project Data Sheet with this stage of estimate and design development
    establishing the first formal baseline against which all further
    development will be compared  and evaluated.  The cost estimate is
    important element of this baseline and requirements for estimate detail
    are those necessary to provide adequate information for critical project
    management decisions.  The conceptual estimate shall agree directly with
    the Construction Project Data Sheet.

    The CDR will contain a project cost summary based on the format
    specified in Table Ill.  All costs will be escalated to the schedule
    midpoint of the appropriate activity using the headquarters Independent
    Cost Estimate (ICE) escalation rates in effect at the time the estimate
    is prepared.  The estimate notes will clearly identify the reference
    date for the escalation rates used.  The CDR shall also include a
    contingency summary which summarizes the results of a project specific
    contingency analysis in a format similar to Table I-2.

    Construction costs will be estimated at the lowest level of detail that
    can be developed within each element of project cost.  For conventional
    construction cost elements, the preferred method will normally consist
    of quantity takeoffs from conceptual drawings supplemented by data
    extracted from calculations prepared during conceptual design.  When
    this is not practical or possible, such as with building HVAC ductwork,
    reference can be made to historical data.  This can occur in two forms:
    a unit cost based on a particular project for which actual costs are
    available, or use of unit quantity standards, such as lbs/sf, for
    conventional building systems.  Care should be exercised when using
    historical cost data to maintain traceability of construction indirect
    costs such as overhead, profit, general conditions, and sales tax, to
    reduce the likelihood of double counting or omitting any cost category.
    Estimates made on the basis of historical data, including parametric
    estimates, should be supported with clear references to the projects,
    costs, and schedules.

    Estimates shall be prepared in a way which allows costs to be summarized
    according to both the project work breakdown structure (PWBS) and the
    DOE cost breakdown structure.  A recommended PWBS is described in
    Attachment I-1 and the DOE cost breakdown structure is summarized in
    Table I-1.

    Detailed information supporting and explaining the conceptual cost
    estimate will be included in Part III:  Supplemental Information, of the
    CDR.  This supplementary volume will be reviewed at the Operations
    Office level, but not forwarded to Headquarters until required to
    support the management decision and budgeting process.

C.  Preliminary Estimate.  Evaluation of alternative solutions to the design
    criteria developed during Preliminary Design (Title I) and the
    presentation of the preferred solution in the Design Summary report
    requires Preliminary Cost Estimates.  The purpose of such estimates is
    to allow evaluation of the cost impact of alternative approaches to
    occur in parallel with evaluation of the technical impact.  As such, a
    Preliminary Estimate performs two primary functions.

    1.  presents the Total Estimated Cost (TEC) of each alternative on the
        basis of the best information available; and

    2.  provides a logical traceable framework for comparing various
        alternatives with each other and with the baseline.

    In order that the project manager be provided with a complete estimate,
    it is necessary to combine the input of several organizations including
    the Architect/Engineer (A/E), the operating contractor, and any other
    group responsible for estimating the cost of project elements.  Cost
    summaries shall be prepared in the format specified in Table I-1 for
    each alternative design.  A contingency analysis shall be prepared and
    summarized in accordance with the format specified in Table I-2.  All
    costs presented in the estimate summary shall include escalation to the
    schedule midpoint for the activity being estimated.

    Preliminary Estimates of construction cost should be supported with
    criteria which clearly establish the engineering basis of the estimate.
    Information to be provided in the criteria shall include the scope of
    the estimate, the date the estimate was finished, technical references
    (such as drawings and specifications), and cost references (such as
    labor rates, taxes, escalation rates, and equipment usage rates).  A
    recommended format is provided in Attachment I-2, which presents the
    information required to be included in the estimate criteria.

    Cost elements other than construction also require preliminary estimates
    for inclusion in the Design Summary, and to support the analysis of
    alternatives.  ED&I cost should be presented as either the negotiated
    contract cost, or as the project's current working estimate.  Equipment
    cost estimates should be based on a current bill of material or
    equipment list supported by current vendor price quotes.  Project
    management cost should be based on the current project schedule,
    anticipated staffing levels, and anticipated compensation.

D.  Definitive (Title II) Estimates.  Definitive engineering shall include
    the preparation of a Definitive Estimate made on the basis of all
    approved engineering data including drawings, specifications,
    calculations, schedules, and equipment lists.

    The format for the Definitive Estimate shall be the same as the format
    of the Preliminary Estimate.  Care should be exercised when preparing
    the work breakdown structure to group costs into categories that closely
    match the anticipated bid package.  This will facilitate bid evaluation
    and preparation of the current working estimate.

E.  Government Estimate.  All construction and A/E contracts for amounts
    grater than $25,000 require Government Estimates.  These estimates shall
    be prepared independently in advance of any bid  or solicited proposed
    submitted by a prospective contractor or subcontractor.  Since
    Government Estimates are used to determine the reasonableness of
    contractor bids, the Government Estimate shall be prepared in a format
    that facilitates comparison with other estimates.  For this reason, it
    is usually desirable to provide the contractor with a recommended cost
    breakdown structure that lists all necessary information at a level of
    detail suited to the contract.  In the case of construction cost
    estimates, the Government Estimate will often be based on the Definitive
    Estimate prepared by the A/E.  In the case of engineering services
    estimates, the Government Estimate will be prepared by personnel
    familiar with project requirements and in an approved format similar
    meeting the requirements of this Order.

----------
                                TABLE I-1

                         COST BREAKDOWN STRUCTURE
                              FOR AL PROJECTS

Item No.                Description                         Cost ($000)

A                Engineering, Design & Inspection                      Total
A1                   Facilities                             Subtotal
A2                   Special Facilities                     Subtotal

B                Land and Land Rights                                  Total

C                Construction                                          Total
C1                   Improvements to Land                   Subtotal
C2                   Buildings (identify each
                       separately)                          Subtotal
C3                   Other Structure                        Subtotal
C4                   Utilities                              Subtotal
C5                   Special Facilities                     Subtotal
C6                   Demolition                             Subtotal
C7                   Tunneling                              Subtotal
C8                   Drilling                               Subtotal
C9                   Project Management                     Subtotal

D                Standard Equipment                                    Total

E                Contingency                                           Total

                Total Estimated Cost                             Grand Total

Note:  All costs categories need not be shown if there is no estimated
       cost for that element.
----------

----------
                                TABLE I-2

           CONTINGENCY SUMMARY SHEET - FOR CONCEPTUAL ESTIMATES

                            Base Cost        Contingency       Contingency
Element Description           ($000)            (%)              ($000)

Engineering, Design &
Inspection
    Facilities              1,900,000           15               285,000
    Special Facilities        900,000           19               171,000

Construction
    Improvements to Land      500,000           12                60,000
    Building (1)
        Civil/Structural    4,900,000           16               784,000
        Mechanical          5,700,000           18             1,026,000
        Electrical          4,800,000           17               816,000
    Utilities
        Mechanical          1,300,000           22               286,000
        Electrical          1,600,000           19               304,000
    Other Structures (1)      300,000           15                45,000
    Special Facilities     14,500,000           25             3,625,000

Project Management          1,200,000           10               120,000

Standard Equipment          1,600,000           10               160,000

  TOTAL                    39,200,000           20             7,682,000

(1)  Identify each building or structure individually, by name.
----------

                             ATTACHMENT I-1

             GUIDANCE FOR THE DEVELOPMENT AND APPLICATION OF
                        WORK BREAKDOWN STRUCTURES

A project summary work breakdown structure (PSWBS) shall be developed during
conceptual design and shall be maintained throughout the life of the
project.  Changes in scope, technical performance requirements, method of
accomplishment, and reporting requirements shall be incorporated into the
PSWBS when appropriate. The DOE project manager shall be responsible for
developing and maintaining the PSWBS, and for negotiating and approving each
contract work breakdown structure (CWBS).  If there is no DOE project
manager, as in the case of line item projects with a TEC of less than $50
million, the operating contractor's project manager will assume
responsibility for PSWBS and CWBS development and maintenance.  The
development of a work breakdown structure (WBS) is mandated for all MSAs and
MPs by DOE Order 4700.1, Project Management System.  Order AL 4700.1, AL
Project Management System extends this requirement to all line item
projects.

A general discussion of WBSs is provided in the DOE Work Breakdown Structure
Guide (DOE/MA-0295), which includes several examples of WBS application to
MSAs.  The WBS is not the same as the cost breakdown structure for cost
estimates; however, in order to preserve traceability and accountability,
the WBS should correspond to the elements in the cost breakdown structure.
MPs and other line item projects differ from MSAs in several respects, most
notably in dollar value, and these differences can have an impact on project
planning and WBS development.  Specific areas of special attention include:

1.  Establishment of Engineering, Design, and Inspection level element of
    PSWBS.

    Although ED&I is a service and not a product, it is often advisable to
    establish ED&I as a second level WBS element to facilitate project
    management functions such as subcontractor control and reporting.
    Additionally, it is not practical to allocate engineering products at
    the cost account level without creating an unacceptable burden for the
    project manager, and without forcing an artificial system on a
    contractor which leads to arbitrary allocations of cost.

2.  Limitation of scope elements under project management to those costs
    which are allowable project costs as defined by Chapter II of this
    Order.

    It is important to consider the resources and responsibilities of the
    project management organization when developing the WBS for project
    management activities, since this can have a pronounced effect on the
    scope of this activity.  The definition of project management limits
    allowable costs to certain specified services.  When projects are
    supported or managed by operating contractors with operating expense
    budgets, certain activities (such as quality assurance compliance
    auditing) will be paid for with operating funds, while others (such as
    the services of a full-time project manager) will be paid for with
    project funds.

3.  Development of data collection and reporting provisions for the high
    percentage of fixed-price contracts for construction and facility
    engineering.

    The WBS shall be used as the basis for project management and throughout
    the life of the project.  Cost estimates will be organized according to
    the WBS and compared with other estimates through the WBS.  In preparing
    lower levels of a WBS where fixed-price contracts will be used for
    performance, it is important to establish cost elements that are
    meaningful to both the contractor and the DOE.  In the case of
    construction contracts, this usually requires that reference be made to
    the divisions established by the Construction Specifications Institute
    (CSI).  In the case of facility ED&I, this usually requires reference to
    milestones (such as submittal of a Title I Design Summary Report).
    Tables 1, 2, and 3 are examples of work breakdown structures which have
    lower levels that are suitable for requesting bid breakdown information
    from fixed-price contractors.

4.  Design of a PSWBS that facilitates interface with existing cost,
    management, and reporting systems.

    On larger projects, it is often worthwhile to integrate the PSWBS and
    lower level WBSs through matrices that establish relationships with
    other systems for cost, management, and reporting; however, this may not
    be cost-effective on smaller projects when management resources limited.
    To alleviate this potential problem, the PSWBS can be developed to
    facilitate the exchange of information.  The WBS examples in Tables 1,
    2, and 3 address this requirement.

    Tables 1 and 2 illustrate two alternative formats for constructing WBS
    Levels 1 through 3.  In completing the WBS to lower levels, the
    following guidance is provided for each element:

Improvement to Land.  DOE has adopted the CSI Master format system and the
classifications established by this system should be adopted for
improvements to land at Level 4 of the PSWBS.  Fourth Level accounts
include:  exploration and clearing, earthwork, caissons and piling, site
drainage, roads and walks, and fencing.  Work elements classified elsewhere
in the WBS, such as utilities and demolition, should not be included under
Improvements to Land.

Buildings.  The fourth Level of the WBS should identify each building in the
project scope.  The fifth level should incorporate CSI broadscope divisions
including:  concrete, masonry, metals, wood and plastics, thermal and
moisture protection, doors and windows, and finishes.  Furnishings should be
included under standard equipment, while building mechanical and electrical
should exclude utility costs which are defined as the cost of utility
systems outside of the building five-foot line.  Table 3 illustrates the
third and fourth WBS Levels for this element.

Other Structures.  The fourth Level of the WBS should identify each
individual structure in its element.  Other structures as defined in Volume
6 of the DOE Cost Guide.  At the fifth Level of the WBS, CSI divisions
should be used in a format similar to that for building.

Special Facilities.  The fourth Level of the WBS should reflect the major
systems in the scope of work.  Lower levels of detail should continue until
bid packages are developed, which is the cost account level of the WBS.

Utilities.  The fourth Level of the WBS should identify the major systems in
the project scope of work such as potable water, sanitary sewer, electrical
power, and natural gas.

Project Manager.  Allowable activities for this WBS element are defined in
Chapter 2 of this Order.  The fourth Level of the WBS should include
elements for project management and construction management, if a
construction manager will be used.  If the WBS is being developed for a
project subject to the Cost and Schedule Control Systems Criteria (CSCSC),
that activity may be identified separately in the WBS (as shown in Table 2).

**** DATABASE NOTE:
     ATTACHMENT OF ATTACHMENT I-1 TABLE 1, TABLE 2, AND TABLE 3 (PAGES
     I-9 THROUGH I-11) ARE NOT INCLUDED IN DATABASE, DUE TO THEIR FORMAT.

                              ATTACHMENT I-2

                             ESTIMATE CRITERIA

PROJECT INFORMATION.

Job Title:

Location:

Job No.:

Estimate Prepared By:

Type of Estimate:

ESTIMATE SCOPE.  (In this section, the estimator should restate the project
scope from a cost standpoint, emphasizing those items which are specifically
included or excluded from the scope of the estimate.) This section need not
restate technical or scientific performance related scope elements except
where' those impact the scope of the estimate.  It is advisable to address
the anticipated method of accomplishment, differentiating between
fixed-price and cost-plus contracted work, and between subcontracted and
in-house performing organizations.)

DRAWINGS.  (Reference should be made to the document number and revision
number for those drawings used to prepare the estimate.)

SPECIFICATIONS.  (Reference should be made to the specifications used as the
basis for estimating the cost of construction, standard equipment, and
special facilities elements.)

LABOR AND BURDEN.  (The basis of labor costs shall be provided in this
section.  Distinctions should be made between all elements of labor cost
including:  a) taxes; b) supervision; c) benefits; d) labor overhead
[subcontractor and prime]; and e) general and administrative. Alternatively,
reference can be made to a labor summary sheet which can be attached to the
estimate criteria.  A reference date shall be provided for the purpose of
escalating costs to future dates.)

MATERIAL.  (The basis of material costs shall be explained, including
reference to vendor quotes, historical data, and published data.  Special
mention shall be made of any mark-ups applied to material, including
material handling, storage, taxes, and overhead.)

EQUIPMENT USAGE.  (This section shall clearly identify where the cost of
equipment usage is included in the estimate.)

INDIRECT COSTS.  (The primary purpose of estimate criteria is to clearly
identify those costs which are included in the estimate, where those costs
are located, and the basis of those costs.  This section should define those
indirect costs not included elsewhere, such as:  a) bond; b) insurance; c)
fees; d) contractor management personnel; e) security escorts; and f)
contractor vehicles.) A considerable amount of diversity exists with respect
to the location of indirect costs within the body of the estimate; however,
the methodology used on a particular job must be defined.  The purpose of
estimate criteria is to allow the estimator to define the basis of the total
estimate, including the methodology' used for calculating and allocating
indirect costs.)

SUBCONTRACTS.  (General or prime contractor mark-ups on subcontractors shall
be detailed in this section.)

ENGINEERING, DESIGN AND INSPECTION.  (This section should address the source
of ED&I costs estimated for the project.  Whenever possible, this reference
should be to a detailed estimate prepared in the format recommended by this
Order.  When different project elements have differing ED&I estimates, such
as facilities and special facilities, each should be explained.)

CONTINGENCY.  (This section shall identify the source of contingencies
included in the estimate.)

ESCALATION.  (This section shall reference the ICE escalation rates used to
escalate costs from the reference date of the estimate to the midpoint of
the scheduled activity.)

PROJECT SCHEDULE.  (The schedule used to escalate costs shall be referenced
by date and revision number in this section.)

COST EXCLUSIONS.  (This section shall summarize those costs [if any] which
are excluded from the estimate.)

DISCUSSION.  (This section is reserved for any comments or items of interest
that the estimator wishes to discuss in additional detail.)

                                CHAPTER II

                          ESTIMATE REQUIREMENTS

A.  Contingency Analysis.  Contingency in cost estimates represents an
    allowance for elements within the project scope that are not included in
    the detailed estimate.  The amount of contingency is based on a formal
    professional assessment of project specific factors including design
    completeness, method of accomplishment, design complexity, construction
    conditions, and maturity of technology.  As a project progresses in
    development from conceptual through definitive design, uncertainties
    related to design diminish because a greater fraction of the Total
    Estimated Cost is incorporated into the known, or detailed, estimate.
    However, even when fixed-price contracts are secured for items, a small
    contingency must be maintained to accommodate construction unknowns such
    as contractor claims for changed conditions within the scope of a
    particular contract.

    DOE project management policy requires that contingency be clearly
    identified and included in the Total Estimated Cost.  Table II-1
    identifies the allowable ranges of contingency for each estimate type.

    Contingency shall be assigned to elements of the cost at a summary level
    no higher than WBS Level 3.  The cost estimate level at which
    contingency is assigned should reflect consistency among factors which
    affect economic risk.  In order for accurate contingency calculation,
    there must be a consistent degree of risk within the cost elements at
    the contingency assignment level.  Of primary importance is the need to
    have a consistent method of accomplishment (i.e., cost-plus-fixed-fee,
    firm fixed price) in a cost element at the contingency assignment level
    to assure that the unique risks associated with these contract types are
    assessed separately. This is particularly true in the case of special
    facility equipment items where a substantial range of contracting
    methods may be employed.  In assigning equipment contingencies, cost
    elements must be separated into WBS elements that group similar
    technologies of comparable maturity together (i.e., off-the-shelf items,
    R&D vendor fabrications, items provided by other DOE contractors) for a
    technical risk assessment.

    Attachment II-1 is the contingency analysis recommended by AL, including
    contingency summary sheet.  Each cost element for which contingency is
    being estimated must be analyzed to evaluate the overall importance of
    each risk category and the probability of the element impacting cost.
    Page 1 of the analysis worksheet addresses this aspect of contingency
    assignment.  The second cage of the contingency analysis evaluates the
    cost risks posed by unique conditions which, in the estimator's
    professional judgment, need to be incorporated into the contingency.
    The element contingency is totaled at the bottom of the second page of
    the analysis worksheet, and is then carried forward to the contingency
    summary sheet.  These worksheets must be completed for each cost element
    for which contingency is being estimated.  A complete contingency
    analysis, including all worksheets, is to be provided in Part III:
    Supplemental Information of the CDR (Ref:  AL Order 4700).  The
    contingency summary sheet is to be included in Part I:  Design Concept
    of the CDR as a supporting element of the cost element.

    Although the contingency analysis format recommended by AL has been
    successfully applied to projects at many sites having diverse and unique
    requirements, it may be that a site may wish to use its own analysis
    format.  Requests for the use of such alternative formats will be
    approved on an individual basis by the Director, AL Facilities and
    Project Management Division.

B.  Escalation.  Economic escalation shall be applied to all estimates to
    account for the impact of broad economic forces on prices of labor,
    material, and equipment.  The rates to be applied to a particular
    estimate shall be those issued by DOE-Headquarters, Director of
    Independent Cost Estimating, in accordance with the following
    requirements:

    1.  Escalation shall be applied for the period from the date the
        estimate was prepared to the midpoint of the performance schedule.

    2.  Since economic escalation rates are revised at least annually, all
        estimates shall include the issue date of the escalation rates used
        to prepare the estimate.

    3.  Costs used for Part I:  Design Concept of the CDR shall be fully
        escalated and referenced as required by this Order.

C.  Engineering, Design and Inspection (ED&I) Estimates.  Detailed ED&I cost
    estimates shall be prepared using the uniform format in Attachment II-2
    for all CDRs and as a `government estimate for all ED&I contracts of
    $25,000 or more.  The following definitions are provided to establish
    the scope of services covered by the various activities that are funded
    as ED&I.

    1.  Pre-Title I Activities.  These activities are defined as all those
        that take place prior to Preliminary Design (Title I).) This
        includes the preparation of CDRs and Design Criteria, as well as
        Preliminary Safety Analysis Reports (PSARs) and environmental
        documentation.  Pre-Title I activities are charged to operating
        expense.

    2.  Preliminary Design.  Title I is the preliminary stage of project
        design.  In this phase, the design criteria are defined in greater
        detail to permit the design process to-proceed with the development
        of alternative concepts.  Title I includes the following elements
        of work:

        a.  Design studies, including alternative design approaches,
            energy conservation evaluations, and analysis or review of
            health, safety, and environmental aspects of the project.

        b.  Review of the project design criteria to develop greater
            detail and to incorporate any design modifications that may
            result from engineering studies conducted in Title I.

        c.  Preliminary design drawings showing the proposed design and
            any alternatives in sufficient detail to establish the design
            features of each approach and to permit a preliminary estimate
            to be made of the construction cost.

        d.  Outline specifications for construction and specifications for
            equipment procurement; identification of long lead, time items
            for advance procurement.

        e.  Preliminary Safety Analysis Report if not included in the
            Conceptual Design Report.

        f.  Construction cost estimate based on the approved design, and
            other such estimates as required to support the evaluation of
            alternative designs prepared during Preliminary Design (Title
             I).

        g.  Preliminary project schedule based upon information available
            during Preliminary Design (Title 2).

        h.  A Title I Design Summary Report.

        All Title I functions, regardless of the performing organization,
        are to be charged to the project as ED&I.

    3.  Definitive Design.  Title II is the definitive stage of project
        design.  The approved Title I concept and the supporting
        documentation prepared for Title I forms the basis of all activity
        in Title II.  Title II design includes the following elements of
        work:

        a.  Restudy and redesign work required to incorporate changes from
            the design prepared in Title I.

        b.  Final drawings, specifications, test plans, and construction
            cost estimates suitable for soliciting bids from contractors.

        c.  Analyses of health, safety, environmental, and other project
            factors that may impact the project, as directed by the
            contracting officer.

        d.  Coordination of all design elements with other project features
            such as utilities, government-furnished equipment, and portions
            of the project or related projects being designed by others.

        e.  Attendance at all meetings scheduled for design review or
            coordination with the DOE, the Operating Contractor, and local
            agencies such as public utilities.

        All Title II functions, whether performed by the A/E or the
        Operating Contractor, are to be charged to the project as ED&I.

    4.  Title III.  Title III constitutes the inspection portion of project
        ED&I.  The activities making up Title III can be separated into two
        categories:  office support and field services.  Under the heading
        of office support, the following elements of work are identified:

        a.  Review of all vendor drawings and submittals for conformance
            with the approved design drawings and specifications;

        b.  Incorporate all approved as-built deviations from the design
            drawings in as-built record drawings for delivery to the DOE;

        c.  Prepare estimates to establish reasonable amounts of increase or
            decrease in contract price or schedule caused by contract
            modifications; evaluate proposals submitted by the construction
            contractor for reasonableness, and make recommendations to the
            DOE;

        d.  Prepare and submit reports on progress, schedule, budget, and
            such other project aspects as are required by the Statement of
            Work.

        Under the heading of field services, DOE Order 4700 identifies the
        following elements of work:

        a.  Furnish and maintain governing lines and benchmarks to provide
            horizontal and vertical controls to which construction may be
            referred.

        b.  Inspect the construction contractor's workmanship, materials,
            and equipment and report on their conformance or nonconformance
            with the approved drawings and specifications.

        c.  Make or procure such field or laboratory tests as are necessary
            to assure that construction materials and practices are in
            accordance with the approved drawings and specifications.

        d.  Mark up field copies of the design drawings and specifications
            to show the as-built condition for submission to the designer
            for incorporation into the as-built record drawings.

        e.  Provide input to construction progress reports as required.

        It is recognized that there is some overlap of the scopes of
        services between Title III engineering, construction management, and
        project management.  These should be addressed specifically in the
        appropriate controlling documents, such as a contract statement of
        work, and summarized in the project plan.  Costs are to be charged
        to accounts in accordance with the performing organization's
        Statement of Work.

    Construction management and project management are not funded by ED&I
    and must be estimated separately.

    Attachment II-2 establishes the format for ED&I estimates.  This format
    is to be used for both conceptual and detailed cost estimating including
    government estimates prior to cost negotiations with A/E.  The use of
    this format throughout the project cycle will promote accurate budgeting
    in the early stages and improve the negotiation process once a project
    is authorized.  A/Es shall be instructed in the contract documents to
    submit their cost proposals in a similar format to facilitate review and
    expedite negotiations.  Agreement on a detailed cost and scope of work
    will eliminate change orders resulting from ambiguous scope definition
    and, at the same time, provide a firm baseline from which to negotiate
    changes that do occur during the period of performance.  Attachment II-3
    is a model scope of work for Title I, II, and III engineering services
    with the A/E's activities keyed to the cost of services estimate
    provided in Attachment II-2.

D.  Project Management Cost Estimates.  The cost of project management
    services, as defined by this Order, may be charged to the project as an
    element of construction cost.  Operating contractor activities or
    services such as site quality assurance, environmental compliance, and
    security that will continue regardless of construction activity are not
    considered project costs.  Conceptual estimates of project management
    cost should be made on the basis of the project management organization
    and manpower requirements identified in Part II:  Project Management
    (Conceptual Design Report), and the project schedule provided in Part I:
    Design Concept.  At a minimum, the information provided in the estimate
    should describe the function or role of all project management
    personnel, the unit labor rates used for estimating purposes, and the
    estimated schedule of performance.

----------
                                TABLE II-1

               ALLOWABLE CONTINGENCY RANGES BY ESTIMATE TYPE

                                      Allowable Average  Project Contingency
    Type of Estimate                       Minimum (%)         Maximum (%)

----------------------------------------------------------------------------

Planning                                      20                  30

Conceptual                                    15                  25

Preliminary (Title I)                         10                  20

Definitive (Title II)                          5                  15

Bid                                            5                  10

Current Working Estimate
  *Firm Fixed Price bids received              5                  10
  *Cost Plus bids received                    10                  15

Note:  Contingency ranges will most likely be different for different
       elements of the cost estimate, depending on project status.  Once
       contracts have been established for particular cost elements, the
       contingency for that element should be reduced to the bid level.

CONTINGENCY ANALYSIS FOR LINE ITEM COST ESTIMATES

Project Title:  Example

Location:  DOE/AL

                                SUMMARY
                                                      CONTINGENCY
ELEMENT OF COST                           BASE COST     PERCENT     DOLLARS

----------------------------------------------------------------------------

Engineering, Design and Inspection
  Facilities                            $ 3,774,325       16%     $  589,738
  Special Facilities                      2,512,000       17%        423,900

Improvements to Land                        416,200       10%         42,735

Building:
  Structural                              4,109,152       20%        834,672
  Mechanical/Fire Protection              2,839,857       16%        454,377
  Electrical                              1,833,446       14%        252,099

Other Structures                             99,850       15%         15,170

Utilities
  Mechanical                              1,443,254       24%        349,588
  Electrical                                489,255       23%        110,354

Special Facilities                        1,057,110       27%        281,267

Project Management                        1,033,031       17%        179,489

Standard Equipment                        1,441,917       17%        250,276
                                        -----------       ---     ----------
   TOTAL                                $21,049,397       18%     $3,783,664

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $3,774,325,000

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               5                7               35
  Site Selection/Conditions         5                5               25
  Design Complexity                 7                3               21
  Specification Complexity          7                9               63
  Design Schedule                   5                5               25
  Life Safety/Security              7                8               56

Construction
  Types of Construction             0                0                0
  Construction Complexity           0                0                0
  Design Completeness               0                0                0
  Market Conditions                 0                0                0
  Method of Accomplishment          0                0                0

Special Facilities/Equipment
  Requester's Specs.                0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             36               37              225

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       360

-----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.63

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $3,774,325

Normal Maximum Contingency
        Planning/Feasibility 35%                  Title II 15%
        Budget/Conceptual 25%                     Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =                16%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%               0%
        Underground lines not clearly defined, add 2 to 5%               0%
        Contaminated Areas (describe) add 5 to 10%                       0%

        Other Special Requirements (describe) add %                      0%

        Construction Uncertainty (explain) add %                         0%

        Design Uncertainty (explain) add %                               0%

            Total Project Contingency                                   16%

Scored by:
        Cost Engineer: _______________________________ Date: ____________

        Project Engineer: ____________________________ Date: ____________
Reviewed by:
        Project Engineer: ____________________________ Date: ____________
Approved by:
        Cost Engineering: ____________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $2,512,000

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               5                9               45
  Site Selection/Conditions         5                2               10
  Design Complexity                 7                8               56
  Specification Complexity          7                9               63
  Design Schedule                   5                4               20
  Life Safety/Security              7                7               49

Construction
  Types of Construction             0                0                0
  Construction Complexity           0                0                0
  Design Completeness               0                0                0
  Market Conditions                 0                0                0
  Method of Accomplishment          0                0                0

Special Facilities/Equipment
  Requester's Specs.                0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Total                              36               39              243

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       360

-----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.68

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $2,512,000

Normal Maximum Contingency
        Planning/Feasibility 35%        Title II 15%
        Budget/Conceptual 25%           Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              17%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

            Total Project Contingency                                 17%

Scored by:
        Cost Engineer: _____________________________ Date: ____________

        Project Engineer: __________________________ Date: ____________
Reviewed by:
        Project Engineer: __________________________ Date: ____________
Approved by:
        Cost Engineering: __________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $416,200

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             5                3               15
  Construction Complexity           5                3               15
  Design Completeness               8                5               40
  Market Conditions                 5                5               25
  Method of Accomplishment          5                4               20

Special Facilities/Equipment
  Requester's Specs.                0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             28               20              115

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       280

-----------------------------------------

Score Ratio Total Weighted Score/Total Possible Score = 0.41

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $416,200

Normal Maximum Contingency
        Planning/Feasibility 35%                Title II 15%
        Budget/Conceptual 25%                   Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              10%
Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

            Total Project Contingency                                 10%

Scored by:
        Cost Engineer: ______________________________ Date: ____________

        Project Engineer: ___________________________ Date: ____________
Reviewed by:
        Project Engineer: ___________________________ Date: ____________
Approved by:
        Cost Engineering: ___________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $4,109,152

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             5                6               30
  Construction Complexity           5                7               35
  Design Completeness               6                7               42
  Market Conditions                 4                5               20
  Method of Accomplishment          4                5               20

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             24               30              147

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       240

------------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.61

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $4,109,152

Normal Maximum Contingency
        Planning/Feasibility 35%                Title II 15%
        Budget/Conceptual 25%                   Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              15%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             5%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

            Total Project Contingency                                 20%

Scored by:
        Cost Engineer: _____________________________ Date: ____________

        Project Engineer: __________________________ Date: ____________
Reviewed by:
        Project Engineer: __________________________ Date: ____________
Approved by:
        Cost Engineering: __________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $2,839,857

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             5                6               30
  Construction Complexity           6                8               48
  Design Completeness               6                7               42
  Market Conditions                 4                5               20
  Method of Accomplishment          4                5               20

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             25               31              160

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       250

-----------------------------------------

Score Ratio = Total Weighted Score/Total Possible score = 0.64

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $2,839,857

Normal Maximum Contingency
        Planning/Feasibility 35%                Title II 15%
        Budget/Conceptual 25%                   Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              16%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

                Total Project Contingency                             16%

Scored by:
        Cost Engineer: _____________________________ Date: ____________

        Project Engineer: __________________________ Date: ____________
Reviewed by:
        Project Engineer: __________________________ Date: ____________
Approved by:
        Cost Engineering: __________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,833,446

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             5                5               25
  Construction Complexity           5                5               25
  Design Completeness               6                7               42
  Market Conditions                 4                5               20
  Method of Accomplishment          4                5               20

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             24               27              132

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       240

-----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.55

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,833,446

Normal Maximum Contingency
        Planning/Feasibility 35%                 Title II 15%
        Budget/Conceptual 25%                    Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              14%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

            Total Project Contingency                                 14%

Scored by:
        Cost Engineer: ______________________________ Date: ____________

        Project Engineer: ___________________________ Date: ____________
Reviewed by:
        Project Engineer: ___________________________ Date: ____________
Approved by:
        Cost Engineering: ___________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $99,850

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             5                6               30
  Construction Complexity           5                6               30
  Design Completeness               6                8               48
  Market Conditions                 5                5               25
  Method of Accomplishment          5                5               25

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             26               30              158

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       260

----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.61

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $99,850

Normal Maximum Contingency
        Planning/Feasibility 35%                 Title II 15%
        Budget/Conceptual 25%                    Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =               15%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%              0%
        Underground lines not clearly defined, add 2 to 5%              0%
        Contaminated Areas (describe) add 5 to 10%                      0%

        Other Special Requirements (describe) add %                     0%

        Construction Uncertainty (explain) add %                        0%

        Design Uncertainty (explain) add %                              0%

                Total Project Contingency                              15%

Scored by:
        Cost Engineer: _______________________________ Date: ____________

        Project Engineer: ____________________________ Date: ____________
Reviewed by:
        Project Engineer: ____________________________ Date: ____________
Approved by:
        Cost Engineering: ____________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,443,254

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             6                7               42
  Construction Complexity           6                8               48
  Design Completeness               7                8               56
  Market Conditions                 4                5               20
  Method of Accomplishment          4                5               20

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             27               33              186

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10        270

------------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.69

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,443,254

Normal Maximum Contingency
        Planning/Feasibility 35%                Title II 15%
        Budget/Conceptual 25%                   Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              17%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             2%
        Contaminated Areas (describe) add 5 to 10%                     5%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

                Total Project Contingency                             24%

Scored by:
        Cost Engineer: ______________________________ Date: ____________

        Project Engineer: ___________________________ Date: ____________
Reviewed by:
        Project Engineer: ___________________________ Date: ____________
Approved by:
        Cost Engineering: ___________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $489,255

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             6                6               36
  Construction Complexity           6                6               36
  Design Completeness               7                8               56
  Market Conditions                 4                5               20
  Method of Accomplishment          4                5               20

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             27               30              168

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       270

-----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.62

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $489,255

Normal Maximum Contingency
        Planning/Feasibility 35%                 Title II 15%
        Budget/Conceptual 25%                    Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =               16%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%              0%
        Underground lines not clearly defined, add 2 to 5%              2%
        Contaminated Areas (describe) add 5 to 10%                      5%

        Other Special Requirements (describe) add %                     0%

        Construction Uncertainty (explain) add %                        0%

        Design Uncertainty (explain) add %                              0%

                Total Project Contingency                              23%

Scored by:
        Cost Engineer: ______________________________ Date: ____________

        Project Engineer: ___________________________ Date: ____________
Reviewed by:
        Project Engineer: ___________________________ Date: ____________
Approved by:
        Cost Engineering: ___________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,057,110

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             0                0                0
  Construction Complexity           0                0                0
  Design Completeness               0                0                0
  Market Conditions                 0                0                0
  Method of Accomplishment          0                0                0

Special Facilities/Equipment
  Requester's Spec.                 7                9               63
  Maturity of Technology            8               10               80
  Design Completeness               8                8               64
  Method of Accomplishment          5                7               35

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             28               34              242

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       280

-----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.86

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,057,110

Normal Maximum Contingency
        Planning/Feasibility 35%                Title II 15%
        Budget/Conceptual 25%                   Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              22%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    5%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

                Total Project Contingency                             27%

Scored by:
        Cost Engineer: _________________________ Date: ___________

        Project Engineer: ______________________ Date: ____________
Reviewed by:
        Project Engineer: ______________________ Date: ____________
Approved by:
        Cost Engineering: ______________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,033,031

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             0                0                0
  Construction Complexity           0                0                0
  Design Completeness               0                0                0
  Market Conditions                 0                0                0
  Method of Accomplishment          0                0                0

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        0                0                0
  Quantity Accuracy                 0                0                0
  Price Accuracy                    0                0                0
  Method of Accomplishment          0                0                0

Project Management
  Complexity                        6                8               48
  Schedule                          7                5               35
  Quality Assurance/Control         7                8               56

----------------------------------------------------------------------------

Totals                             20               21              139

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       200

----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.70

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,033,031

Normal Maximum Contingency
        Planning/Feasibility 35%                Title II 15%
        Budget/Conceptual 25%                   Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              17%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             0%

                Total Project Contingency                             17%

Scored by:
        Cost Engineer: ______________________________ Date: ____________

        Project Engineer: ___________________________ Date: ____________
Reviewed by:
        Project Engineer: ___________________________ Date: ____________
Approved by:
        Cost Engineering: ___________________________ Date: ____________

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,441,917

                                Relative        Probability       Weighted
Item:  Engineering, Design and   Weight            Score           Score
  Inspection (Spec. Fac.)        0 to 10          1 to 10

----------------------------------------------------------------------------

                                 0=N/A           0=Lo Risk
                                10=Important    10=Hi Risk

Engineering Design and Inspection
  Design Completeness               0                0                0
  Site Selection/Conditions         0                0                0
  Design Complexity                 0                0                0
  Specification Complexity          0                0                0
  Design Schedule                   0                0                0
  Life Safety/Security              0                0                0

Construction
  Types of Construction             0                0                0
  Construction Complexity           0                0                0
  Design Completeness               0                0                0
  Market Conditions                 0                0                0
  Method of Accomplishment          0                0                0

Special Facilities/Equipment
  Requester's Spec.                 0                0                0
  Maturity of Technology            0                0                0
  Design Completeness               0                0                0
  Method of Accomplishment          0                0                0

Standard Equipment
  Specification Completeness        5                7               35
  Quantity Accuracy                 5                7               35
  Price Accuracy                    5                7               35
  Method of Accomplishment          6                4               24

Project Management
  Complexity                        0                0                0
  Schedule                          0                0                0
  Quality Assurance/Control         0                0                0

----------------------------------------------------------------------------

Totals                             21               25              129

----------------------------------------------------------------------------

Total Possible Score =
Total Relative Weights x 10       210

----------------------------------------

Score Ratio = Total Weighted Score/Total Possible Score = 0.61

CONTINGENCY ANALYSIS FOR LINE ITEM PROJECT ESTIMATES

Project Title:  Example
Total Cost Without Contingency:  $1,441,917

Normal Maximum Contingency
        Planning/Feasibility 35%                Title II 15%
        Budget/Conceptual 25%                   Portion Above Low Bid 10%
        Title I 20%

Base Contingency = Score Ratio/Normal Max. Contingency =              15%

Types of Construction
        Quality Assurance Level I, II, or III add 0 to 10%             0%
        Underground lines not clearly defined, add 2 to 5%             0%
        Contaminated Areas (describe) add 5 to 10%                     0%

        Other Special Requirements (describe) add %                    0%

        Construction Uncertainty (explain) add %                       0%

        Design Uncertainty (explain) add %                             2%

                Total Project Contingency                             17%

Scored by:
        Cost Engineer: _____________________________ Date: ____________

        Project Engineer: __________________________ Date: ____________
Reviewed by:
        Project Engineer: __________________________ Date: ____________
Approved by:
        Cost Engineering: __________________________ Date: ____________

                                ATTACHMENT II-2

                      UNIFORM FORMAT FOR ARCHITECT/ENGINEER
                           COST OF SERVICES ESTIMATES

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

        DESCRIPTION                             COST          PERCENT
=======================================================================
Title I Labor (Burdened)                     $  61.76         33.33%
Title II Labor (Burdened)                       61.76         33.33%
Title III Labor (Burdened)                      61.76         33.33%

Subtotal                                     $ 185.28
Fixed Fee (XX%)                                  0.00

        Total Labor                          $ 185.28        100.00%

Site Surveying (X Crew Day @ $XXXX/Day)      $   0.00
Testing Lab (XX Days @ $XXX)                     0.00
Travel Expenses                                  0.00
Reproduction                                     0.00

Subtotal Reimbursable Expenses               $   0.00
General and Administrative Charge (XX%)          0.00

Subtotal (Titles I, II, and III)             $ 185.28
New Mexico Gross Receipts Tax (4.875%)           9.03

Total Contract Cost                          $ 194.31

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II AND III

Estimated Manhours by Discipline and Grade, Title I

                                     PERCENT               PERCENT
                                    OF TITLE I            OF TITLE I
DISCIPLINE AND GRADE  RATE    HOURS   HOURS       COST      COST
**********************************************************************
Project Manager      $73.44     0      0.00%     $ 0.00     0.00%
Lead Civil           $61.76     1    100.00%     $61.76   100.00%
Staff Civil          $53.44     0      0.00%     $ 0.00     0.00%
Civil Designer       $45.59     0      0.00%     $ 0.00     0.00%
Civil Drafter        $27.38     0      0.00%     $ 0.00     0.00%
Lead Architect       $61.76     0      0.00%     $ 0.00     0.00%
Staff Architect      $40.96     0      0.00%     $ 0.00     0.00%
Architect Drafter    $27.38     0      0.00%     $ 0.00     0.00%
Estimator            $47.70     0      0.00%     $ 0.00     0.00%
Lead Structural      $61.76     0      0.00%     $ 0.00     0.00%
Staff Structural     $53.44     0      0.00%     $ 0.00     0.00%
Structural Designer  $45.59     0      0.00%     $ 0.00     0.00%
Structural Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Lead Mechanical      $61.76     0      0.00%     $ 0.00     0.00%
Staff Mechanical     $53.44     0      0.00%     $ 0.00     0.00%
Mechanical Designer  $45.59     0      0.00%     $ 0.00     0.00%
Mechanical Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Lead Electrical      $61.76     0      0.00%     $ 0.00     0.00%
Staff Electrical     $53.44     0      0.00%     $ 0.00     0.00%
Electrical Designer  $45.59     0      0.00%     $ 0.00     0.00%
Electrical Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Clerical             $15.80     0      0.00%     $ 0.00     0.00%

TOTAL                           1                $61.76

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II AND III

Estimated Manhours by Discipline and Grade, Title II

                                     PERCENT               PERCENT
                                    OF TITLE I            OF TITLE I
DISCIPLINE AND GRADE  RATE    HOURS   HOURS       COST      COST
**********************************************************************
Project Manager      $73.44     0      0.00%     $ 0.00     0.00%
Lead Civil           $61.76     1    100.00%     $61.76   100.00%
Staff Civil          $53.44     0      0.00%     $ 0.00     0.00%
Civil Designer       $45.59     0      0.00%     $ 0.00     0.00%
Civil Drafter        $27.38     0      0.00%     $ 0.00     0.00%
Lead Architect       $61.76     0      0.00%     $ 0.00     0.00%
Staff Architect      $40.96     0      0.00%     $ 0.00     0.00%
Architect Drafter    $27.38     0      0.00%     $ 0.00     0.00%
Estimator            $47.70     0      0.00%     $ 0.00     0.00%
Lead Structural      $61.76     0      0.00%     $ 0.00     0.00%
Staff Structural     $53.44     0      0.00%     $ 0.00     0.00%
Structural Designer  $45.59     0      0.00%     $ 0.00     0.00%
Structural Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Lead Mechanical      $61.76     0      0.00%     $ 0.00     0.00%
Staff Mechanical     $53.44     0      0.00%     $ 0.00     0.00%
Mechanical Designer  $45.59     0      0.00%     $ 0.00     0.00%
Mechanical Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Lead Electrical      $61.76     0      0.00%     $ 0.00     0.00%
Staff Electrical     $53.44     0      0.00%     $ 0.00     0.00%
Electrical Designer  $45.59     0      0.00%     $ 0.00     0.00%
Electrical Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Clerical             $15.80     0      0.00%     $ 0.00     0.00%

TOTAL                           1                $61.76

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II AND III

Estimated Manhours by Discipline and Grade, Title III

                                     PERCENT               PERCENT
                                    OF TITLE I            OF TITLE I
DISCIPLINE AND GRADE  RATE    HOURS   HOURS       COST      COST
**********************************************************************
Project Manager      $73.44     0      0.00%     $ 0.00     0.00%
Lead Civil           $61.76     1    100.00%     $61.76   100.00%
Staff Civil          $53.44     0      0.00%     $ 0.00     0.00%
Civil Designer       $45.59     0      0.00%     $ 0.00     0.00%
Civil Drafter        $27.38     0      0.00%     $ 0.00     0.00%
Lead Architect       $61.76     0      0.00%     $ 0.00     0.00%
Staff Architect      $40.96     0      0.00%     $ 0.00     0.00%
Architect Drafter    $27.38     0      0.00%     $ 0.00     0.00%
Estimator            $47.70     0      0.00%     $ 0.00     0.00%
Lead Structural      $61.76     0      0.00%     $ 0.00     0.00%
Staff Structural     $53.44     0      0.00%     $ 0.00     0.00%
Structural Designer  $45.59     0      0.00%     $ 0.00     0.00%
Structural Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Lead Mechanical      $61.76     0      0.00%     $ 0.00     0.00%
Staff Mechanical     $53.44     0      0.00%     $ 0.00     0.00%
Mechanical Designer  $45.59     0      0.00%     $ 0.00     0.00%
Mechanical Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Lead Electrical      $61.76     0      0.00%     $ 0.00     0.00%
Staff Electrical     $53.44     0      0.00%     $ 0.00     0.00%
Electrical Designer  $45.59     0      0.00%     $ 0.00     0.00%
Electrical Drafter   $27.38     0      0.00%     $ 0.00     0.00%
Clerical             $15.80     0      0.00%     $ 0.00     0.00%
Inspector            $36.37     0      0.00%     $ 0.00     0.00%

TOTAL                           1                $61.76

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II AND III

                        PREPRODUCTION WORKSHEET

I.    Title I XX% Review
                A.  Prints (24" X 36")
                              0 Dwgs X    Sets @ $0.00 = $0.00
                B.  Sepias (24" X 36")
                              0 Dwgs X    Sets @ $0.00 = $0.00
                C.  Pages (8 1/2" X 11")
                              0 Pgs X     Sets @ $0.00 = $0.00

II.   Title I 100% Review
                A.  Prints (25" X 36")
                              0 Dwgs X 20 Sets @ $0.00 = $0.00
                B.  Sepias (25" X 36")
                              0 Dwgs X 1  Sets @ $0.00 = $0.00
                 C.  Pages (8 1/2" X 11")
                              0 Pgs X 20  Sets @ $0.00 = $0.00

                                        Subtotal Title I          $0.0

III.  Title II 25% Review
                A.  Prints (24" X 36")
                              0 Dwgs X 5  Sets @ $0.00 = $0.00
                B.  Sepias (24" X 36")
                              0 Dwgs X 0  Sets @ $0.00 = $0.00
                C.  Pages (8 1/2" X 11")
                              0 Pgs X 5   Sets @ $0.00 = $0.00

IV.   Title II XX% Review
                A.  Prints (24" X 36")
                                  0 Dwgs X 5  Sets @ $0.00 = $0.00
                B.  Sepias (24" X 36")
                                  0 Dwgs X 0  Sets @ $0.00 = $0.00
                C.  Pages (8 1/2" X 11")
                                  0 Pgs X 5   Sets @ $0.00 = $0.00

V.    Title II 100% Review
                A.  Prints (24" X 36")
                              0 Dwgs X 20 Sets @ $0.00 = $0.00
                B.  Sepias (24" X 36")
                              0 Dwgs X 0  Sets @ $0.00 = $0.00
                C.  Specs (8 1/2" X 11")
                              0 Pgs X 20  Sets @ $0.00 = $0.00
                     D.  Design Analysis (8 1/2" X 11")
                              0 Pgs X 20  Sets @ $0.00 = $0.00

                                        Subtotal Title II         $0.0

VI.   Final Bid Documents
                A.  Prints (24" X 36")
                              0 Dwgs X 25 Sets @ $0.00 = $0.00
                B.  Mylar (24" X 36")
                              0 Dwgs X 1  Set  @ $0.00 = $0.00
                C.  Specs (8 1/2" X 11")
                              0 Pgs X 25  Sets @ $0.00 = $0.00

                                        Subtotal Bid Documents    $0.0

                                        Total Reproduction Costs  $0.0

                        TRAVEL WORKSHEET - DIRECT COSTS

                     PERSONS     TRANS.       PER DIEM      AUTO     TOTAL

Pre Design Meeting       0     0 @  $0.00   0 @  $0.00  0 @  $0.00   $0.00
Title I Site Visit       0     0 @  $0.00   0 @  $0.00  0 @  $0.00   $0.00

Title II Site Visit      0     0 @  $0.00   0 @  $0.00  0 @  $0.00   $0.00
Title II:  95%           0     0 @  $0.00   0 @  $0.00  0 @  $0.00   $0.00
Pre Bid Conf.            0     0 @  $0.00   0 @  $0.00  0 @  $0.00   $0.00

Pre Const. Conf.         0     0 @  $0.00   0 @  $0.00  0 @  $0.00   $0.00
Title III Special        0     0 @  $0.00   0 @  $0.00  0 @  $0.00   $0.00
  Inspection                                                         $0.00

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

ESTIMATED MANHOURS - TITLE I

CIVIL                                 LEAD  STAFF
  DWG NO. TITLE                      ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
  **************************************************************************
  C1      SITE PLAN (SITE SURVEY MAP)    1      0       0      0    0      1
  C2      SITE PLAN (ALT 1)              0      0       0      0    0      0
  C3      SITE PLAN (ALT 2)              0      0       0      0    0      0
  C4      SITE PLAN (ALT 3)              0      0       0      0    0      0
  C5      PRELIMINARY ROAD ALIGNMENT     0      0       0      0    0      0
  C6      GRADING & DRAINAGE PLAN        0      0       0      0    0      0
  C7      UTILITY PLAN                   0      0       0      0    0      0
  C8      BORING LOG                     0      0       0      0    0      0

  *       TOPO SURVEY                    0      0       0      0    0      0
  *       DESIGN SUMMARY REPORT          0      0       0      0    0      0
  *       QUALITY PLAN ANNEX             0      0       0      0    0      0
  *       PRELIMINARY STUDY MODEL        0      0       0      0    0      0
  *       OUTLINE SPECS                  0      0       0      0    0      0
  *       CONST. COST ESTIMATE XX%       0      0       0      0    0      0
  *       CONST. COST ESTIMATE 100%      0      0       0      0    0      0
  *       REVIEW AS BUILT DWGS           0      0       0      0    0      0
  *       PROGRESS REPORTING             0      0       0      0    0      0
  *       PRE DESIGN MEETING             0      0       0      0    0      0
  *       SITE VISIT                     0      0       0      0    0      0
  *       25% MEETING                    0      0       0      0    0      0
  *       XX% MEETING                    0      0       0      0    0      0
  *       100% MEETING                   0      0       0      0    0      0
                                       ***    ***     ***    ***  ***    ***
          TOTAL                          1      0       0      0    0      1

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title I

ARCHITECTURE                        PROJECT  LEAD  STAFF
DRAWING NO.        TITLE            MANAGER  ARCH  ARCH   DRAFT  EST.  TOTAL
****************************************************************************
     A1      Floor and Roof Plans      0       0     0      0     0      0
               (ALT 1)
     A2      Elevations and Sections   0       0     0      0     0      0
     A3      Floor and Roof Plans      0       0     0      0     0      0
               (ALT 2)
     A4      Elevations and Sections   0       0     0      0     0      0
     A5      Floor and Roof Plans      0       0     0      0     0      0
               (ALT 3)
     A6      Elevations and Sections   0       0     0      0     0      0

     *       Material & Color Palette  0       0     0      0     0      0
     *       Design Summary Report     0       0     0      0     0      0
     *       Quality Plan Annex        0       0     0      0     0      0
     *       Preliminary Study Model   0       0     0      0     0      0
     *       Outline Specs             0       0     0      0     0      0
     *       Const. Cost Estimate XX%  0       0     0      0     0      0
     *       Const. Cost Estimate 100% 0       0     0      0     0      0
     *       Review as Built Drawings  0       0     0      0     0      0
     *       Progress Reporting        0       0     0      0     0      0
     *       Predesign Meeting         0       0     0      0     0      0
     *       Site Visit                0       0     0      0     0      0
     *       25% Meeting               0       0     0      0     0      0
     *       XX% Meeting               0       0     0      0     0      0
     *       100% Meeting              0       0     0      0     0      0
                                       -       -     -      -     -      -
             Total                     0       0     0      0     0      0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title I

STRUCTURAL                           LEAD   STAFF
DRAWING NO.         TITLE            ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    S1      Floor Plan (ALT 1)         0      0      0       0     0     0
    S2      Roof Framing Plan (ALT 1)  0      0      0       0     0     0
    S3      Elevations (ALT 1)         0      0      0       0     0     0
    S4      Floor Plan (ALT 2)         0      0      0       0     0     0
    S5      Roof Framing Plan (ALT 2)  0      0      0       0     0     0
    S6      Elevations (ALT 2)         0      0      0       0     0     0
    S7      Floor Plan (ALT 3)         0      0      0       0     0     0
    S8      Roof Framing Plan (ALT 3)  0      0      0       0     0     0
    S9      Elevations (ALT 3)         0      0      0       0     0     0

    *       Design Summary Report      0      0      0       0     0     0
    *       Quality Plan Annex         0      0      0       0     0     0
    *       Outline Specs              0      0      0       0     0     0
    *       Const. Cost Estimate XX%   0      0      0       0     0     0
    *       Const. Cost Estimate 100%  0      0      0       0     0     0
    *       Review as Built Drawings   0      0      0       0     0     0
    *       Progress Reporting         0      0      0       0     0     0
    *       Predesign Meeting          0      0      0       0     0     0
    *       Site Visit                 0      0      0       0     0     0
    *       25% Meeting                0      0      0       0     0     0
    *       XX% Meeting                0      0      0       0     0     0
    *       100% Meeting               0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      0      0      0       0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title I

MECHANICAL                           LEAD   STAFF
DRAWING NO.         TITLE            ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    M1      Piping Schematic           0      0      0       0     0     0
    M2      Duct System Schematic      0      0      0       0     0     0
    M3      Floor Plan w/Equipment     0      0      0       0     0     0
    M4      Fire Prot. Schematic       0      0      0       0     0     0

    *       Energy Conservation Analysis
    *       Design Summary Report      0      0      0       0     0     0
    *       Quality Plan Annex         0      0      0       0     0     0
    *       Outline Specs              0      0      0       0     0     0
    *       Const. Cost Estimate XX%   0      0      0       0     0     0
    *       Const. Cost Estimate 100%  0      0      0       0     0     0
    *       Review as Built Drawings   0      0      0       0     0     0
    *       Progress Reporting         0      0      0       0     0     0
    *       Predesign Meeting          0      0      0       0     0     0
    *       Site Visit                 0      0      0       0     0     0
    *       25% Meeting                0      0      0       0     0     0
    *       XX% Meeting                0      0      0       0     0     0
    *       100% Meeting               0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      0      0      0       0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title I

ELECTRICAL AND
INSTRUMENTATION                      LEAD   STAFF
DRAWING NO.         TITLE            ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    E1        One Line Diagram         0      0      0       0     0     0
    E2        Power Plan               0      0      0       0     0     0
    E3        Lighting Plan            0      0      0       0     0     0
    E4        Panel Schedule           0      0      0       0     0     0
    E5        Elect. Equip. Plan       0      0      0       0     0     0
    E6        Alarm and Communication
                Plan                   0      0      0       0     0     0
    E7        Instr. System Diagram    0      0      0       0     0     0
    E8        Control Room Layout      0      0      0       0     0     0
    E9        System Block Diagram     0      0      0       0     0     0

    *         Data Acquisition System
                Definition             0      0      0       0     0     0
    *         Data Flow Analysis       0      0      0       0     0     0
    *         Design Summary Report    0      0      0       0     0     0
    *         Quality Plan Annex       0      0      0       0     0     0
    *         Outline Specs            0      0      0       0     0     0
    *         Const. Cost Estimate XX% 0      0      0       0     0     0
    *         Const.Cost Estimate 100% 0      0      0       0     0     0
    *         Review as Built Drawings 0      0      0       0     0     0
    *         Progress Reporting       0      0      0       0     0     0
    *         Predesign Meeting        0      0      0       0     0     0
    *         Site Visit               0      0      0       0     0     0
    *         25% Meeting              0      0      0       0     0     0
    *         XX% Meeting              0      0      0       0     0     0
    *         100% Meeting             0      0      0       0     0     0
                                       -      -      -       -     -     -
              Total                    0      0      0       0     0     0

Support Personnel                   Clerical

****************************************************************************
              Total                    0      0      0       0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title II

  CIVIL                              LEAD   STAFF
DRAWING NO.         TITLE            ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    T1      Title Sheet                1      0      0       0     0     1
    C1      Site Plan                  0      0      0       0     0     0
    C2      Utilities Plan             0      0      0       0     0     0
    C3      Paving & Grading Plan      0      0      0       0     0     0
    C4      Road Plan & Profile        0      0      0       0     0     0
    C5      Fencing Elev. & Dets.      0      0      0       0     0     0
    C6      Sections                   0      0      0       0     0     0
    C8      Details                    0      0      0       0     0     0

    *       XX% Const. Cost Estimate   0      0      0       0     0     0
    *       100% Const. Cost Estimate  0      0      0       0     0     0
    *       Specifications             0      0      0       0     0     0
    *       Update Quality Plan Annex  0      0      0       0     0     0
    *       25% Meeting                0      0      0       0     0     0
    *       XX% Meeting                0      0      0       0     0     0
    *       100% Meeting               0      0      0       0     0     0
    *       Prebid Conference          0      0      0       0     0     0
    *       Progress Reports           0      0      0       0     0     0
    *       Bid Evaluation             0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      1      0      0       0     0     1

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title II

ARCHITECTURE                        PROJECT  LEAD  STAFF
DRAWING NO.         TITLE           MANAGER  ARCH  ARCH   DRAFT  EST. TOTAL
****************************************************************************
    A1       Floor Plan                0       0     0      0     0     0
    A2       Roof Plan                 0       0     0      0     0     0
    A3       Exterior Elevations       0       0     0      0     0     0
    A4       Interior Elevations       0       0     0      0     0     0
    A5       Sections                  0       0     0      0     0     0
    A6       Finish & Trim Schedule    0       0     0      0     0     0
    A7       Door & Window Schedule    0       0     0      0     0     0
    A8       Equipment & Furniture     0       0     0      0     0     0
               Layout
    A9       Graphics & Signage        0       0     0      0     0     0
    A10      Details                   0       0     0      0     0     0

    *        Color Boards              0       0     0      0     0     0
    *        Color Rendering           0       0     0      0     0     0
    *        XX% Const. Cost Estimate  0       0     0      0     0     0
    *        100% Const. Cost Estimate 0       0     0      0     0     0
    *        Specifications            0       0     0      0     0     0
    *        Update Quality Plan Annex 0       0     0      0     0     0
    *        25% Meeting               0       0     0      0     0     0
    *        XX% Meeting               0       0     0      0     0     0
    *        100% Meeting              0       0     0      0     0     0
    *        Prebid Conference         0       0     0      0     0     0
    *        Progress Reports          0       0     0      0     0     0
    *        Presolicitation Notice    0       0     0      0     0     0
    *        Solicitation for Bids     0       0     0      0     0     0
    *        Bid Evaluation            0       0     0      0     0     0
                                       -       -     -      -     -     -
             Total                     0       0     0      0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title II

STRUCTURAL                           LEAD   STAFF
DRAWING NO.         TITLE            ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    S1      Foundation Plan            0      0      0       0     0     0
    S2      Concrete Sect. & Details   0      0      0       0     0     0
    S3      Roof Framing Plan          0      0      0       0     0     0
    S4      Floor Framing Plan         0      0      0       0     0     0
    S5      Struct. Elevations         0      0      0       0     0     0
    S6      Steel Details              0      0      0       0     0     0
    S7      Struct. Sections           0      0      0       0     0     0
    S8      Reinforcing Schedule       0      0      0       0     0     0
    S9      Embedment Schedule         0      0      0       0     0     0

    *       XX% Const. Cost Estimate   0      0      0       0     0     0
    *       100% Const. Cost Estimate  0      0      0       0     0     0
    *       Specifications             0      0      0       0     0     0
    *       Update Quality Plan Annex  0      0      0       0     0     0
    *       25% Meeting                0      0      0       0     0     0
    *       XX% Meeting                0      0      0       0     0     0
    *       100% Meeting               0      0      0       0     0     0
    *       Prebid Conference          0      0      0       0     0     0
    *       Progress Reports           0      0      0       0     0     0
    *       Bid Evaluation             0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      0      0      0       0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title II

MECHANICAL                           LEAD   STAFF
DRAWING NO.         TITLE            ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    M1      Piping Plan                0      0      0       0     0     0
    M2      Piping Isometric           0      0      0       0     0     0
    M3      Piping Details             0      0      0       0     0     0
    M4      Valve & Fixture Schedule   0      0      0       0     0     0
    M5      Ductwork Plan              0      0      0       0     0     0
    M6      Ductwork Section & Details 0      0      0       0     0     0
    M6      HVAC System Diagram        0      0      0       0     0     0
    M7      Special Systems            0      0      0       0     0     0
    M8      Fire Protection Zone Plan  0      0      0       0     0     0

    *       Test & Cleaning Procedures 0      0      0       0     0     0
    *       XX% Const. Cost Estimate   0      0      0       0     0     0
    *       100% Const. Cost Estimate  0      0      0       0     0     0
    *       Specifications             0      0      0       0     0     0
    *       Update Quality Plan Annex  0      0      0       0     0     0
    *       25% Meeting                0      0      0       0     0     0
    *       XX% Meeting                0      0      0       0     0     0
    *       100% Meeting               0      0      0       0     0     0
    *       Prebid Conference          0      0      0       0     0     0
    *       Progress Reports           0      0      0       0     0     0
    *       Bid Evaluation             0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      0      0      0       0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                        Estimated Manhours - Title II

ELECTRICAL                           LEAD   STAFF
DRAWING NO.         TITLE            ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    E1       One Line Diagram          0      0      0       0     0     0
    E2       Power Plan                0      0      0       0     0     0
    E3       Lighting Plan             0      0      0       0     0     0
    E4       Control Diagram           0      0      0       0     0     0
    E5       Riser Diagram             0      0      0       0     0     0
    E6       MCC Diagram               0      0      0       0     0     0
    E7       Grounding/Lightning Prot. 0      0      0       0     0     0
    E8       Alarm, Signal, Tele. Plan 0      0      0       0     0     0
    E9       Material List & Legend    0      0      0       0     0     0

    *        System Operation Test     0      0      0       0     0     0
               Procs.
    *        Test Procedures           0      0      0       0     0     0
    *        XX% Const. Cost Estimate  0      0      0       0     0     0
    *        100% Const. Cost Estimate 0      0      0       0     0     0
    *        Specifications            0      0      0       0     0     0
    *        Update Quality Plan Annex 0      0      0       0     0     0
    *        25% Meeting               0      0      0       0     0     0
    *        XX% Meeting               0      0      0       0     0     0
    *        100% Meeting              0      0      0       0     0     0
    *        Prebid Conference         0      0      0       0     0     0
    *        Progress Reports          0      0      0       0     0     0
    *        Bid Evaluation            0      0      0       0     0     0
                                       -      -      -       -     -     -
             Total                     0      0      0       0     0     0

Support Personnel                  Clerical
****************************************************************************
             Total                     0      0      0       0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

ESTIMATED MANHOURS - TITLE III

CIVIL                                 LEAD  STAFF
  DWG NO. TITLE                      ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
  **************************************************************************

    *     SPECIALTY INSPECTION           1      0       0      0    0     1
    *     EVALUATE CHANGE ORDERS         0      0       0      0    0     0
    *     SUBMITTAL REVIEW               0      0       0      0    0     0
    *     COST COMPLETION REPORT         0      0       0      0    0     0
    *     AS BUILT DRAWINGS              0      0       0      0    0     0
    *     UPDATE QUALITY PLAN ANNEX      0      0       0      0    0     0
    *     PRE CONST MEETING              0      0       0      0    0     0
    *     PROJECT MEETINGS               0      0       0      0    0     0
                                       ***    ***     ***    ***  ***   ***
          TOTAL                          1      0       0      0    0     1

ARCHITECTURAL                        PROJECT  LEAD  STAFF
  DWG NO. TITLE                      MANAGER  ARCH   ARCH  DRAFT  EST. TOTAL
  **************************************************************************

    *     SPECIALTY INSPECTION            0      0      0      0    0     0
    *     EVALUATE CHANGE ORDERS          0      0      0      0    0     0
    *     SUBMITTAL REVIEW                0      0      0      0    0     0
    *     COST COMPLETION REPORT          0      0      0      0    0     0
    *     AS BUILT DRAWINGS               0      0      0      0    0     0
    *     UPDATE QUALITY PLAN ANNEX       0      0      0      0    0     0
    *     PRE CONST MEETING               0      0      0      0    0     0
    *     PROJECT MEETINGS                0      0      0      0    0     0
                                        ***    ***    ***    ***  ***   ***
          TOTAL                           0      0      0      0    0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                       Estimated Manhours - Title III

   CIVIL                             LEAD   STAFF
DRAWING NO.        TITLE             ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    *       Specialty Inspection       1      0      0       0     0     1
    *       Evaluate Change Orders     0      0      0       0     0     0
    *       Submittal Review           0      0      0       0     0     0
    *       Cost Completion Report     0      0      0       0     0     0
    *       As Built Drawings          0      0      0       0     0     0
    *       Update Quality Plan Annex  0      0      0       0     0     0
    *       Preconst. Meeting          0      0      0       0     0     0
    *       Project Meetings           0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      1      0      0       0     0     1

ARCHITECTURAL                        PROJECT  LEAD  STAFF
DRAWING NO.        TITLE             MANAGER  ARCH   ARCH  DRAFT  EST. TOTAL
****************************************************************************
    *       Specialty Inspection        0      0      0      0     0     0
    *       Evaluate Change Orders      0      0      0      0     0     0
    *       Submittal Review            0      0      0      0     0     0
    *       Cost Completion Report      0      0      0      0     0     0
    *       As Built Drawings           0      0      0      0     0     0
    *       Update Quality Plan Annex   0      0      0      0     0     0
    *       Preconst. Meeting           0      0      0      0     0     0
    *       Project Meetings            0      0      0      0     0     0
                                        -      -      -      -     -     -
            Total                       0      0      0      0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                       Estimated Manhours - Title III

STRUCTURAL                           LEAD   STAFF
DRAWING NO.        TITLE             ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    *       Specialty Inspection       0      0      0       0     0     0
    *       Evaluate Change Orders     0      0      0       0     0     0
    *       Submittal Review           0      0      0       0     0     0
    *       Vendor Dwg. Review         0      0      0       0     0     0
    *       Cost Completion Report     0      0      0       0     0     0
    *       As Built Drawings          0      0      0       0     0     0
    *       Update Quality Plan Annex  0      0      0       0     0     0
    *       Preconst. Meeting          0      0      0       0     0     0
    *       Project Meetings           0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      0      0      0       0     0     0

MECHANICAL                           LEAD   STAFF
DRAWING NO.        TITLE             ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    *       Specialty Inspection       0      0      0       0     0     0
    *       Evaluate Change Orders     0      0      0       0     0     0
    *       Submittal Review           0      0      0       0     0     0
    *       Vendor Dwg. Review         0      0      0       0     0     0
    *       Cost Completion Report     0      0      0       0     0     0
    *       As Built Drawings          0      0      0       0     0     0
    *       Update Quality Plan Annex  0      0      0       0     0     0
    *       Preconst. Meeting          0      0      0       0     0     0
    *       Project Meetings           0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      0      0      0       0     0     0

ESTIMATE OF A/E COST FOR TYPICAL PROJECT
  TITLES I, II, AND III

                       Estimated Manhours - Title III

ELECTRICAL                           LEAD   STAFF
DRAWING NO.        TITLE             ENGIN  ENGIN  DESIGN  DRAFT  EST. TOTAL
****************************************************************************
    *       Specialty Inspection       0      0      0       0     0     0
    *       Evaluate Change Orders     0      0      0       0     0     0
    *       Submittal Review           0      0      0       0     0     0
    *       Vendor Dwg. Review         0      0      0       0     0     0
    *       Cost Completion Report     0      0      0       0     0     0
    *       As Built Drawings          0      0      0       0     0     0
    *       Update Quality Plan Annex  0      0      0       0     0     0
    *       Preconst. Meeting          0      0      0       0     0     0
    *       Project Meetings           0      0      0       0     0     0
                                       -      -      -       -     -     -
            Total                      0      0      0       0     0     0

                                                   FIELD
SUPPORT PERSONNEL                   CLERICAL     INSPECTOR
****************************************************************************
            Total                      0             0                   0

                             ATTACHMENT II-3

                STATEMENT OF ARCHITECT/ENGINEER SERVICES

This outlines the statement of work to be followed by the A/E in providing
Titles I, II and III Design for _____________________ at the United States
Department of Energy's (DOE) _____________________________.

I.   PRE-TITLE I (Insert specific - details of Pre-Title I services for each
     project or Design Order requiring such services.) If none are required,
     delete this section.

II.  TITLE I (PRELIMINARY DESIGN).

     A.  Scope of Work.  Title I design begins the A/E's design effort
         utilizing the conceptual design report (CDR) and the project Design
         Criteria as the basis for project development.  Sufficient design
         shall be performed in Title I to fix the project scope firmly and
         to develop costs and schedules for both design and construction.
         The A/E shall provide the following services in connection with
         Title I:

         1.  Conduct or arrange for, by subcontract or otherwise as approved
             by the Contracting Officer (CO), and supervise all
             topographical and other field surveys necessary for the
             preparation of site maps, and necessary soil borings and other
             surface investigations:

         2.  Consult and collaborate with DOE to determine the requirements
             which will govern the design of the project and define the
             project Design Criteria in greater detail or revise to reflect
             data and information developed during Title I design, to be
             applied in the follow-on Title II design.

         3.  Provide proposed design approach and details on preliminary
             drawings and sketches and provide suggested improvements to
             Design Criteria drawings, or develop new drawings based on new
             design concepts.

         4.  Conduct preliminary studies, and prepare Quality Plan Annex,
             Space Programs, preliminary sketches, drawings, layout plans,
             outline specifications, and reports showing features and
             characteristics of the design proposed to meet DOE's
             requirements.  If more than three studies, including sketches,
             drawings, plans, outline specifications, or documents are
             required because of changes initiated by DOE, an equitable
             adjustment in the lump-sum compensation will be made in
             accordance with provisions of the Changes clause.

         5.  Develop preliminary estimates of construction labor, equipment,
             and material quantities and identify long-lead procurement
             items and potential labor or material supply problems which
             could impact the construction schedule or costs.

         6.  Develop more accurate project cost estimates, time schedules
             for project performance, and methods of construction
             performance.

         7.  Develop further evaluation and selection of energy conservation
             measures and energy sources of supply.  (This should be
             required only when necessary on a project-by-project basis.)

         8.  The drawings, plans, and outline specifications and documents
             shall be prepared in such form and furnished in such quantity
             as directed by DOE.

     B.  Performance.

         1.  Preliminary Studies.  The purpose of the preliminary design is
             to evaluate the CDR and/or Design Criteria and develop other
             possible design solutions when the proposed direction may not
             be adequate and/or economical.  It is the A/E's sole
             responsibility to assure that the approach presented in the CDR
             and/or Design Criteria is in accordance with sound engineering
             practices and economical if no other design solutions are
             presented.  If other design solutions are presented by the A/E,
             they, too, must be of sound engineering practices (in
             accordance with governing codes for all disciplines) and must
             be economical to build and operate/maintain.  More than one
             solution may be presented.  Each presentation shall include
             small scale line drawings of the site plan, floor plan(s),
             elevations and sketch perspective.  In addition, basic concepts
             for structural, mechanical and electrical systems, which can be
             presented diagrammatically, will be required.

             In general, these analyses shall provide complete documentation
             of the factors that go into forming the recommendations
             regarding the various alternative approaches presented for the
             job and will serve as the basis to select a design to meet the
             project objectives.

         2.  Development of Title I.  The A/E shall define the project
             Design Criteria in greater detail to reflect data and other
             information developed during Title I.  The Title I effort by
             the A/E shall be documented in the Title I Summary Report,
             which shall follow the format set forth in DOE Order 4700.  The
             following guidelines apply to the development of Title I.

             a.  Drawings.  The following drawings shall be provided in
                 connection with Title I:  (this section should be modified
                 to suit project conditions)

                 (1)  Civil.

                      - Site Plan (Site Survey Map)

                      - Preliminary road alignment

                      - Building proposed grades with drainage requirements

                      - Location and verification of all existing utilities
                        (Excavation for location of buried utilities will be
                        performed by the Government.)

                      - Complete subsurface investigations, logs, and
                        location including report of findings

                      - Preliminary routing of utility systems

                 (2)  Architectural/Structural.

                      - Proposed floor plans and space requirements

                      - Principal sections

                      - Principal elevations

                      - Basic materials and color palette

                 (3)  Mechanical.

                      - Schematic diagrams of piping and duct systems with
                        operating requirements

                      - Preliminary floor plans showing Equipment Room with
                        major items of equipment

                      - Energy Conservation Evaluation Report Preliminary
                        equipment list

                      - Fire protection schematics

                 (4)  Electrical.

                      - Basic power and lighting plan

                      - Preliminary one-line power diagram

                      - Preliminary panel schedules

                      - Preliminary locations of other major electrical
                        components

                      - Alarm and communications

                 (5)  Instrumentation.

                      - Preliminary instrumentation system diagram

                      - Preliminary control center or room layout

                      - Method of design calculations

                      - Computer system block diagram

                      - Data acquisition system definition and data flow
                        analysis

     b.  Other Design Requirements.  (Insert other design requirements for
         each Contract or Project.  If none are required, delete.)

     c.  Outline Specifications.  Outline, specifications shall follow the
         three-part section format of the Construction Specifications
         Institute (CSI) and shall consist of a narrative description of
         systems and principal materials to be used.  References to proposed
         codes or standards to be used shall be included in each section as
         applicable to establish definitive design parameters to be followed
         in the Title II design.

     d.  Calculations.  The A/E shall provide calculations for the following
         items to demonstrate the adequacy of the proposed design:

         (1)  Preliminary site and building plumbing (piping systems)

         (2)  Preliminary structural

         (3)  Preliminary (HVAC)

         (4)  Energy Conservation

         (5)  Electrical, including:

              - Short circuit study

              - Voltage drop (service entrance feeders to major equipment
                items and branch circuits, average based on preliminary
                facility layout)

              - Preliminary load (derive from space program including
                mechanical and facility expansion requirements)

              - Sample lighting (typical rooms based on architectural
                layout)

     C.  Quality Assurance.

         1.  The A/E shall prepare a Quality Plan Annex (QPA) in response to
             requirements specified in Section ___ of the Design Criteria.
             The QPA may be completed in segments as the need for each
             segment occurs, but each segment shall be approved by the
             Contracting Officer before the pertinent activities are begun.

         2.  Each segment shall include, as a minimum, all of the quality
             assurance requirements identified as applicable in Section ___
             of the Design Criteria, and the instructions and procedures
             that will be used by the A/E personnel in the performance of
             the activities.  Each segment shall be approved by A/E
             management before being submitted to the Contracting Officer
             for review and approval.

         3.  The A/E shall extend quality assurance requirements to
             subcontractors and consulting organizations.

     D.  Meetings and Submissions of Documents.

         1.  Prior to the start of the Title I effort, the A/E shall attend
             a predesign meeting in __________________ for the purpose of
             discussing the project design criteria, clarifying and
             discussing design approaches, and making site investigations as
             necessary.

         2.  When Title I design is approximately 25 percent complete, the
             CO will conduct a meeting in the A/E's office to determine of
             orientation directions were successful and the A/E is
             progressing at an appropriate rate of progress and in the
             established direction.

         3.  When Title I is approximately _________ complete, the A/E shall
             issue drawings, outline specifications, design calculations and
             cost estimate for DOE review and comment.  A review meeting
             shall be held at the A/E's office, after which appropriate
             comments shall be incorporated into the continuing design.
             _________ sets of drawings, outline specs, etc., shall be
             provided to DOE for review a minimum of five working days prior
             to the review meeting date.

         4.  When the A/E is 100 percent complete with Title $ services, the
             A/E shall submit to DOE for review 20 sets of the Title I
             Design Summary Report complete with all drawings, report
             sections, calculations, and cost estimate.  One reproducible
             copy of all drawings shall also be submitted.  A 100 percent
             review meeting will be held In the A/E's office to discuss
             final comments, after which the A/E shall incorporate those
             comments developed from the TItle I review.  Five copies of the
             Quality Assurance Annex shall be submitted as part of the 100
             percent Title I submittal.

     E.  Time for Performance.  The work required of the A/E for Title I
         Services shall be completed and the Title I Summary Report and
         Quality Assurance Annex submitted to DOE no later than _____
         calendar days after the effective date of this contract.

III. TITLE II (DEFINITIVE DESIGN).)

     A.  Scope of Work.  If DOE exercises the option for Title II services,
         Title II definitive design shall be performed using the approved
         Title I design and the revised project Design Criteria as the
         design base for the preparation of construction contract
         solicitation documents and other documents in support of the
         solicitation of sealed bids or competitive proposals.  The A/E
         shall provide the following services in connection with Title II:

         1.  Upon approval by DOE preliminary plans and estimates, undertake
             the design of the construction project;

         2.  Undertake restudy and redesign work due to minor deviations
             from the approved Title I work as may be required by DOE;

         3.  Prepare and revise, for DOE approval, and furnish complete sets
             of contract bidding documents, including working drawings,
             details, and specifications for construction, in such form and
             quantity and including such provisions as may be required by
             law or the directions of the CO;

         4.  Prepare, or when directed by the CO, participate with others in
             the preparation of a detailed estimate of the cost of
             construction based on the approved design drawings and
             specifications;

         5.  Prepare procurement plan and determine utility service
             requirements;

         6.  Continue development of the QPA and set forth in the Design
             Criteria Section VII.

         7.  Assist DOE in securing, analyzing, and evaluating construction
             bids or proposals; and

         8.  When requested, consult with and advise DOE on any questions
             which may arise in connection with the A/E services described
             in this contract.

     B.  Quality Assurance.

         1.  The A/E shall continue development of the QPA in response to
             requirements specified in Section ___ of the Design Criteria.
             The QPA may be completed in segments as the need for each
             segment occurs, but each segment shall be approved by the CO
             before the pertinent activities are begun.

         2.  Each segment shall include, as a minimum, all of the quality
             assurance requirements identified as applicable in Section VII
             of the Design Criteria, and the instructions, and procedures
             that will be used by the A/E personnel in the performance of
             the activities.  Each segment shall be approved by A/E
             management before being submitted to the CO for review and
             approval.

         3.  The A/E shall extend quality assurance requirements to
             subcontractors and consulting organizations.

         4.  The quality assurance activities of the A/E will be audited by
             a representative of the CO for compliance with the specifics of
             the QPA.  The A/E shall be responsible for maintaining
             appropriate records of activities performed by subcontractors
             and consulting organizations to satisfy the audits.

     C.  Calculation Requirements.

         1.  General.  The A/E is responsible for the preparation of design
             calculations to meet Title II design review requirements.
             Title II calculations shall be reviewed, signed, and dated by
             the designer and the checker, complete in all respects and
             shall reflect the basis for selection of systems and
             components.  The discipline calculation package shall be sealed
             by the responsible registered professional engineer.

             The Title II calculations will become record calculations for
             the Operating Contractor and may be used in the future for
             modifications to the building.  These calculations will
             eventually be microfilmed.  For this reason, calculations shall
             be printed clearly and with sufficient darkness to assure
             clarity if reproduction from the microfilm is necessary.  The
             calculations shall be indexed, in a logical order and shall
             include adequate sketches to allow an engineer to follow and
             comprehend them easily.  References for unusual formulas or
             methods of analysis shall be given, including edition of the
             reference and page number. Explanation of the method used in
             computer programs, playback of input data and clear formats for
             computer generated information shall be included.

             Numbers in formulas shall be clearly identified as to the units
             involved; i.e., psf, psi, pcf, etc.

         2.  Civil.

             a.  Drainage calculations based upon the Design Criteria and
                 accepted engineering practice.

             b.  Cut-and-fill earthwork calculations as required.

             c.  Road design including vertical and horizontal alignment,
                 curve data, sight distance, superelevation, pavement
                 thickness, and other calculations as required.

             d.  Hydraulic design of utilities including pipe sizing, pump
                 selection, flow quantities, friction losses, etc.

         3.  Structural.  The required structural design calculations shall
             include but are not limited to the types of information
             indicated below:

             a.  Requirements, criteria sources, and references source.
                 Whenever unusual methods or formulas are used, the source,
                 edition and page number shall be given.

             b.  Assumed and known loads and load factors.

             c.  Working stresses and factors of safety.

             d.  Complete calculations with loading, shear, moment, and
                 stress analysis for all critical and typical members, with
                 explanation for assumption and conclusion.

             e.  Deflection calculations as applicable.

             f.  Expansion and contraction calculations as applicable.

             g.  Foundation analysis characteristics determined or assumed.

             h.  Connection and joint design is the responsibility of the
                 A/E.  If performed by the steel fabricator, the A/E is
                 responsible for carefully checking and approving all
                 connection design and detailing.  Reference is made to the
                 AISC "Code of Standard Practice for Steel Buildings and
                 Bridges," except as hereby modified by the deletion of the
                 following sentence:  "This approval constitutes the Owner's
                 acceptance of all responsibility  for the design adequacy
                 of any connections designed by the fabricator as a part of
                 his preparation of these show drawings."

             i.  Calculations associated with subsurface investigation to
                 determine soil and geologic characteristics.

             j.  Seismic analysis based upon the method specified in the
                 Design Criteria.  If computer programs are used, the
                 computer input and output shall be logical and easy to
                 follow.  An explanation of the method used in the computer
                 analysis shall be presented with the printout.

         4.  Mechanical.  The A/E shall provide complete checked design
             calculations for the following mechanical systems:

             a.  HVAC systems, including pressure drops, ventilation,
                 exhaust, filtration and makeup air requirements,
                 humidification, pressurization, heating and cooling loads,
                 based on the approved systems presented in the energy
                 conservation evaluation report and flow diagrams, corrected
                 for altitude.

             b.  All piping systems, including pressure drops, NPSH head
                 requirements, insulation and flow rates, based on isometric
                 diagrams and piping layouts.

             c.  Any special process piping analysis, including expansion,
                 supports and stress analysis.

             d.  Vibration isolation, insulation and sound attenuation
                 measures included in the design.

             e.  Equipment selection criteria, including loads, sound
                 ratings, efficiency and energy consumption ratings,
                 pressure or head requirements and flow rates.

             f.  Fire protection systems, including required flow rates,
                 hydraulic sizing of piping, zoning, alarms and any special
                 systems, including halon or explosion suppression.

         5.  Electrical.  The A/E shall provide complete checked design
             calculations for the following electrical systems:

             a.  Final electrical load calculations, including equipment and
                 circuit breaker sizing calculations (include loads added or
                 identified at the Title I review).

             b.  Final voltage drop calculations (updated from Title I).

             c.  Final lighting calculations (include and identify by room
                 numbers all typical areas and show special area
                 calculations).

             d.  Final short circuit study.  Include short circuit diagram
                 with available short circuit values indicated at selected
                 points considered.

             e.  Preliminary coordination study (use short circuit study
                 results together with expected settings for all protective
                 devices, using time-current characteristic curve paper).

     D.  Drawings.

         1.  Drafting Requirements.

             a.  The A/E shall follow the drafting requirements set out in
                 the ________________________________________, except as
                 modified herein.

             b.  All sheets shall be "D" size (24 x 36 inches overall and 22
                 x 34 inches inside the border).

             c.  Drawing numbers will be provided by the CO.  All drawings
                 shall be prepared with a standard DOE Title Block.  A
                 sample Title Block will be provided by DOE.

             d.  Prior to start of Title II, assignment of building numbers
                 and room numbers will be made by the CO and provided to the
                 A/E.

             e.  Graphic scales are to be included on all scaled drawings.

             f.  Lettering shall be upper case, minimum size of 1/6 high
                 with quality of lettering of sufficient width and detail to
                 allow clear reproduction and micro-filming of drawings.
                 Elite or Pica size typed notes or lettering is not
                 acceptable.

         2.  Sequence and Subtitles of Drawings.  The sequence and subtitles
             of drawings shall be as follows:

             - Title Sheet

             - Site Plan

             - Outside Utilities Plan

             - Architectural

             - Structural

             - Mechanical

             - Electrical

             - Fire Protection (may be combined with mechanical sheets)

             - Special Systems (drawings not listed above).

         3.  Contents of Drawings.

             a.  Title Sheet.  A Title Sheet including index shall be
                 provided for the contract drawings.  A sample of the Title
                 Sheet can be obtained from the CO.  The Title Sheet shall
                 have a complete index of the drawing set, a vicinity map
                 and a site map.

             b.  Site Plan.

                 (1)  The Site Plan shall show all buildings, roads, walks,
                      parking, and storage in the surrounding area to a
                      minimum scale of 1" = 20'-0".

                 (2)  The Site Plan shall have the existing and final
                      contour elevations, finish grades for drainage, site
                      improvements, sidewalks and roads, test boring
                      locations and log data.

                 (3)  All new construction shall be located with reference
                      to the ___ grid coordinates and established
                      elevations.  These locations will also be cross
                      referenced to the _________________________.

                 (4)  Landscape plan shall include plant material, fences,
                      signage, irrigation, berms, furniture, screens, and
                      lights.

             c.  Outside Utilities Plan.

                 (1)  An Outside Utilities Plan of the area surrounding the
                      project shall be prepared to a minimum scale of 1" =
                      20'-0".

                 (2)  Existing underground utilities with invert elevations
                      shall be shown on this drawing for use by the
                      construction contractor during trenching or excavation.

             d.  Architectural Drawings.  Architectural drawings (minimum
                 scale 1/8" = 1'-0") shall include floor plans, roof plan,
                 elevations, sections, details, material schedules,
                 equipment and furniture location as described below.

                 (1)  Floor Plan.  The floor plans shall include all
                      dimensions for rooms, doors, windows, walls and other
                      pertinent items.  The types of material used
                      (concrete, steel, etc.) shall be shown by legend or
                      note.  Design occupancy classification shall be shown
                      on floor plan drawing.

                 (2)  Roof Plan.  The roof plan shall include openings,
                      construction, curbs, bases, expansion joints, roof
                      drains, and flashings required.  Sections and details
                      shall be provided for clarity and ease of
                      construction.

                 (3)  Elevations.  All elevations required for construction
                      shall be provided.  Elevations shall show materials,
                      foundation, finish grade, existing grade, finish
                      floor, finish ceiling, and any components (electrical,
                      mechanical, etc.) to be mounted on exterior of
                      building.

                 (4)  Sections.  Sections of the building (minimum scale
                      1/4" = 1'-0") shall be shown as necessary to clarify
                      the interior and exterior construction.  A minimum of
                      one section longitudinally and one transversely
                      through the building shall be shown for each building.
                      Additional individual large scale (minimum scale 3/4"
                      = 1'0") wall sections shall be shown as required to
                      designate the details of design fully.

                 (5)  Schedules.  Schedules shall be provided on the
                      architectural drawing showing room finishes, colors,
                      doors, windows, ceiling heights, hardware schedules,
                      and other similar items adaptable to tabular form.

                 (6)  Equipment and Furniture.  Fixed furniture and
                      equipment layouts shall be provided with location
                      dimensions.  One layout for each type of office will
                      be sufficient. Government-furnished items shall be
                      differentiated from Contractor-furnished items by use
                      of notes, legend, or shading.  In general,
                      Government-furnished/Contractor installed items will
                      be indicated separately, and items not installed by
                      Contractor will not be shown.  Items not identified as
                      Government-furnished will be Contractor-furnished.

                 (7)  Graphics and Signage.  Furnish details of graphics,
                      signage, and directional information.

             e.  Structural Drawings.  Structural drawings shall include all
                 of the structural requirements of the project.  Design dead
                 and live loads shall be shown on the floor and roof framing
                 plans and the column schedule.  Special design loads such
                 as snow, drift loads, earthquake, and wind loads parameters
                 shall be shown.  Compacted backfill/undisturbed soil
                 bearing pressures shall also be shown.

                 (1)  Concrete and Masonry.  All necessary parameter details
                      and sections required for construction shall be shown,
                      including dimensions, reinforcement and locations.

                 (2)  Structural Steel.  Plans, elevations, sections, and
                      details shall be shown for all main and secondary
                      structural members.  All required structural trim,
                      supports, metal decks, and joists shall be detailed or
                      noted.  Column, joist, and beam schedules shall be
                      provided as necessary.

             f.  Mechanical Drawings.  Mechanical drawings shall include all
                 of the mechanical equipment, piping systems, ducting,
                 isometrics, and special processes requiring mechanical
                 construction.  The mechanical legend shall appear on the
                 first sheet of the mechanical drawings.  Horizontal and
                 vertical dimensioning of ductwork and piping over two
                 inches shall be required.  Flow instrument and control
                 diagrams (with sequence of operation, equipment lists and
                 schedules) will be provided by the A/E.

                 (1)  Piping.  The piping drawings shall show the design and
                      installation of domestic hot and cold water systems,
                      drainage, and sanitary systems, including roof drains
                      and plumbing fixtures, compressed air, industrial hot
                      and cold water systems, circulating chilled and
                      heating water systems, boiler water makeup, vacuum
                      piping systems, process cooling water systems, and any
                      other process piping systems for which the A/E is
                      responsible.

                      Single-line piping drawings shall be used.  Three-inch
                      IPS pipe and larger shall be shown in double line to
                      indicate clearances to other items.  Lines over
                      two-inches IPS shall be located by dimension in plan
                      and elevation.  Large piping, piping with more than
                      nominal expansion and contraction, and other critical
                      piping shall be completely detailed including
                      supports, hangers and anchors.  Where piping is
                      insulated, the thicknesses, material and covering, if
                      used, shall be shown.

                 (2)  Ducting.  The ducting drawings shall show heating,
                      ventilating, air conditioning, and exhaust ventilating
                      systems.  Air conditioning and heating zones shall
                      also be shown.  Ducts shall be sized, located, and
                      drawn properly by dimension in plan and elevation.
                      Outlets, fittings, registers, grilles, insulation,
                      transitions, and other connections shall be shown and
                      dimensioned.  Design flow rates and direction of flow
                      shall be shown.  The A/E shall coordinate duct work
                      location with all other building elements.  No
                      single-line duct layouts will be allowed.

                 (3)  Isometric Diagrams.  Isometric diagrams, sections and
                      details shall be used where clarification is required.

                 (4)  Special Systems.  Drawings shall be prepared for, but
                      not limited to, process chilled water, process cooling
                      water, vacuum, and laboratory gases.  These drawings
                      shall include layouts, sections, details, flow and
                      control diagrams, and equipment lists as required.

                 (5)  Fire Protection Systems.  Areas to be protected by
                      sprinklers or other systems shall be delineated on a
                      floor-plan type drawing.  Any special fire protection
                      requirements shall be shown.  The actual fire
                      sprinkler installation drawings shall be prepared by
                      the construction contractor.  The Title II drawings
                      shall show all design parameters, such as hazard
                      clarification, schedule or hydraulic design, density,
                      materials allowed, residual pressures and locations of
                      water sources, etc., to be used by the construction
                      contractor in developing the installation drawings.

             g.  Electrical Drawings.  Electrical drawings shall include
                 oneline diagrams, power and lighting plans, control
                 diagrams, riser diagrams, motor control centers,
                 distribution centers, control panels and cabinets,
                 lightning protection systems, alarm, signal and telephone
                 systems.

                 Combined drawings may be used depending on the complexity
                 of the systems.  Provide mounting details for lighting
                 fixtures, outlet strips, bus ducts, panels, trays and other
                 equipment as needed.  Provide expanded scale details
                 indicating adequate clearance in problem areas such as
                 between lights and cranes, cable trays and piping, conduits
                 and light supports versus air ducts.  Schedules shall be
                 prepared for the above items as necessary.

                 (1)  One-Line Diagram.  One-line diagrams shall show the
                      size, rating, capacity, etc., of the services,
                      transformers, circuit breakers, switches, fuses,
                      buses, feeders, panels, meters, relays, and
                      miscellaneous equipment.

                 (2)  Power Plan.  Power Plans shall show conduit and wiring
                      for source connections controls, transformers,
                      services, switchgear, panels, controllers, receptacles
                      and all stationary electrical apparatus.  Independent
                      drawings shall be made for systems of 480 volts or
                      greater.

                 (3)  Lighting Plan.  The lighting plans shall show
                      fixtures, fixture location and mounting, conduit and
                      wire, switches, panels, circuiting, etc.  With the
                      permission of the CO, 120-volt convenience receptacles
                      may be shown on this plan.

                 (4)  Control Diagrams.  Elementary and detailed control
                      wiring diagrams shall shorn all control circuits
                      except standard two- or three-wire systems.  The
                      control wires shall be properly identified with a code
                      letter or number applied to each end of the wire.

                 (5)  Riser Diagrams.  Riser diagrams shall show in
                      elevation the conduit and wiring for special systems,
                      switchgear, panels, junction boxes, etc.

                 (6)  Motor Control Centers, Distribution Centers, Control
                      Panels and Cabinets.  Diagrams for these items shall
                      show all mechanical and electrical details complete
                      with unit numbers corresponding to the equipment,
                      components or parts served.  All control wires shall
                      be identified to correspond with the numbers on the
                      wiring and ladder diagrams.

                 (7)  Lightning and Other Protection Systems.  Drawings for
                      these systems shall shorn the wire size, apparatus,
                      connectors, grounding system, etc.  All conduits,
                      raceways, boxes, cabinets, electrical equipment cases,
                      supports, etc., shall be made electrically continuous
                      and shall be connected to the main electrical system
                      ground.

                 (8)  Alarm, Signal and Telephone Systems.  Drawings and
                      wiring diagrams for these systems shall show conduit,
                      wiring, apparatus, junction boxes, terminals, etc.

                 (9)  Electrical Legend.  The electrical legend shall be
                      shown on the first sheet of the electrical drawings.

         4.  Additional Drawing Information.  In addition to the generally
             accepted engineering features and details shown on drawings,
             items such as the following shall be shown:

             a.  Information for embedment, inserts, block outs and
                 penetrations as shown on any drawings in the drawing set
                 shall also be coordinated with and located as shown on any
                 other drawing of the drawing set.

             b.  Pipe supports, hangers, guides and anchors shall be
                 coordinated, detailed, located and shown on all drawings as
                 required in order to depict the features of the design
                 properly.

             c.  Conduit stub-ups and cable trays shall be located, routed
                 and shown on drawings.

             d.  All vents and drains shall be detailed, located and shown
                 on drawings.

             e.  Detailed demolition drawings, where applicable, shall be
                 prepared.  Photographs may be used to depict items for
                 demonstration or demolition.

             f.  Electrical conductor color coding shall be as stated in the
                 design criteria.

             g.  Complete control wire diagrams, including termination
                 diagrams, shall be shown on drawings.

             h.  All equipment, pipelines, valves, instruments and similar
                 items shall be numbered and shown on drawings.  Tubing
                 lines shall not be numbered.  In general, only data
                 relating to size, dimensioning, numbering of equipment, and
                 distribution lines shall be shown on the drawings.

             i.  Notes and material descriptions and other information which
                 identify product requirements shall be written in the
                 specifications and not on the drawings.

             j.  Architectural, mechanical, and electrical items shall not
                 be shown on the same drawing, except as permitted by the
                 CO.

             k.  All equipment, piping, conduits, trays, ducts, wiring,
                 etc., located within the mechanical equipment room or other
                 confined areas shall be laid out on an enlarged floor plan
                 to show how equipment shall be located in the confined
                 space.  Show areas of congestion by adding enlarged
                 sections for clarity.

         5.  Drawing Coordination.  The drawings shall be thoroughly checked
             for accuracy and coordination between the different disciplines
             before the Title II documents are submitted to the CO for
             review and approval.

     E.  General Specifications Requirements.

         1.  General.  The A/E shall submit for the CO's review and approval
             a complete set of solicitation documents for use by DOE to
             procure the services of a construction contractor to construct
             the project.  The solicitation documents consist of standard
             solicitation provisions (the boilerplate documents) and
             Technical Provisions or Specifications in addition to the
             contract drawings described in the preceding section.

             The solicitation documents shall be prepared following the
             format and guidelines set forth in handbook entitled
             ______________________________.

         2.  Boilerplate Documents.  The A/E shall complete each document as
             necessary and make any required changes and prepare the final
             version of the documents.  In the preparation of the documents,
             the A/E shall become familiar with the contents of the
             "boilerplate" documents in order to avoid duplication or
             conflicts with the Technical Provisions.  The CO will provide
             the A/E a blank copy of the boilerplate documents which consist
             of Solicitation, Offer and Award Documents; Contract Clauses;
             Special Contract Conditions; and Project Wage Rates.

     F.  Requirements for Technical Provisions.

         1.  Basic Requirements.  The Technical Provisions shall contain
             only the requirements for materials, `workmanship and design
             parameters to be met.  The Technical Provisions shall precisely
             define these qualities to assure that correct materials,
             methods, and procedures are followed by the construction
             contractor.

         2.  Relation of Technical Provision to Other Contract Documents.
             The Technical Provisions shall contain only qualitative
             requirements for the project.  Requirements that are of a
             general nature or which depict a special site or project
             requirement shall be shown in a Special Contract Conditions
             section.  The Technical Provisions shall not duplicate or
             conflict with any other section of the contract documents.

         3.  Relation of Technical Provisions to the Drawings.  Drawings
             show form, whereas Technical Provisions establish quality.
             Drawings show geometry, size, construction details and
             connections, and identify materials, components, and their
             locations.  The Technical Provisions shall complement, not
             repeat, the drawings by specifying standards of workmanship for
             manufacture and field installation and physical qualities of
             materials and components.

             The terms used on the drawings and in the Technical Provisions
             should be identical.  To avoid confusion caused by inconsistent
             nomenclature, the A/E shall use the terminology and
             abbreviations required by the Design Criteria.

         4.  Format and Mechanics for Technical Provisions.

             a.  General.  The Technical Provisions shall follow the
                 "Division Section" concept-wherein each section represents
                 a basic unit of work and related sections are grouped under
                 broad generic headings called "Divisions."  The CSI Format
                 has established 16 divisions that are consecutively
                 numbered and whose titles are fixed.  A detailed
                 description of the CSI Format, including recommended
                 section numbers and locations, may be found in the CSI
                 Manual of Practice, Chapter MP-2A.

             b.  Section Format.

                 (1)  The internal arrangement of technical sections shall
                      follow the CSI three-parts section format.  The three
                      parts are as follows:

                      Part   I.  General

                      Part  II.  Products

                      Part III.  Execution

                 (2)  The three parts are fixed and appear in every section,
                      whether used or not.  (I.e., if there are no general
                      articles for inclusion in Part I, then state "There
                      are no general requirements for work within this
                      section" below the Part I heading.)

                 (3)  A basic introduction to the CSI three-part section
                      format may be found in Chapter MP-2B of the CSI Manual
                      of Practice.  Methods of specifying each section part
                      are included in Chapters M-3A, B, C, D, F, G and H.

                 (4)  The A/E shall follow the internal outline numbering
                      system for technical sections.

                 (5)  A Table of Contents for each Division shall be
                      provided for the Technical Provisions having more than
                      150 pages.

         5.  Content of Technical Provisions.  Technical Provisions shall
             include the following information as applicable:

             - Quality

             - Optional materials or methods

             - Required guarantees from manufacturers and suppliers not
               specified in the Contract Clauses.

             - Required products

             - Acceptable manufacturers

             - Required physical properties

             - Required performance

             - Type and grade of finish

             - Fabrication method

             - Installation method

             - Required tests and certifications

         6.  Special Requirements.

             a.  Spare Parts.  When approved or directed by the CO, the
                 Technical Provisions shall include provisions for
                 furnishing extra items of equipment, parts, or materials
                 that are of a very special design and manufactured only for
                 one specific project.  The number of such items shall be as
                 directed.

             b.  Manufacturer's Representatives.  The Technical Provisions
                 shall require the supervision f the manufacturer's factory
                 representative during the installation of unusual or
                 intricate equipment that requires specialized or skilled
                 mechanics not generally available in the Los Alamos area.
                 The manufacturer's representative shall also instruct
                 operating personnel in the use of the equipment.

             c.  Manufacturer's Data.  The Technical Provisions shall
                 require the Contractor to submit manufacturer's
                 instructions, diagrams, reports and manuals, including the
                 following:

                 (1)  Operating and maintenance instructions for all
                      equipment, systems, and subsystems.

                 (2)  Schematic and one-line drawings of mechanical and
                      electrical systems to assist in the understanding of
                      system complexity and purposes by facility operating
                      and maintenance personnel, and for record purposes.

                 (3)  Copies of equipment catalog data and a listing of
                      spare parts.

                 (4)  Listing of special tools for adjustment and
                      maintenance of equipment and systems.

                 (5)  Outline of color and legend code for building utility
                      services.

                 (6)  Equipment nomenclature and model numbers.

                 (7)  Scaled detailed layout as installed (as-built) with
                      1/4"-1'0" as minimum scale for complex mechanical and
                      electrical drawings.

         7.  Tests and Cleaning Procedures.

             a.  The Technical Provisions shall require testing of all
                 equipment (components) and/or systems.  The A/E shall
                 prepare separate test procedures describing all tests and
                 operations to be performed for testing and checking out
                 equipment (components) and complete systems for functional
                 operations.  Tests are the responsibility of the Contractor
                 and are to demonstrate conformance to the contract drawings
                 and specifications.  The test procedures shall, in general,
                 list the items and operations necessary for the following:

                 (1)  Checking installation for conformity to drawings,
                      specifications and any similar special requirements of
                      the manufacturer of the equipment.  If not known at
                      the time of preparation of procedures, later revisions
                      might become necessary.

                 (2)  Checking preoperational servicing for conformity to
                      manufacturer's instructions and contract requirements.
                      If not known at time of preparation of procedures,
                      later revisions might become necessary.

                 (3)  Check equipment (component) operating characteristics
                      for conformity to drawings and specifications.  All
                      test items shall be checked except those that require
                      extended periods of operation of the equipment or
                      items of operating characteristics that cannot be
                      performed except in conjunction with systems operation
                      tests.

             b.  Construction compliance tests to be performed by the
                 Contractor shall identify the type of a test standard and
                 method of approval and/or selection of testing
                 organization.  Construction compliance testing shall be
                 performed by an independent testing laboratory approved by
                 the CO and paid for by the Contractor.  Testing shall be
                 under the direction of the Government inspector.

             c.  Systems Operation Tests.

                 (1)  These tests shall be performed by the Contractor in
                      the presence of the CO and shall demonstrate
                      conformance to the drawings and specifications as to
                      system design and requirements.  These test procedures
                      shall cover the complete operation of a system and
                      shall include not only the determination that the
                      system operating characteristics are as designed but
                      shall be used to complete the equipment (component)
                      test procedure, if required.  The CO may provide
                      additional test requirements to the A/E requirements
                      and the A/E shall be responsible for incorporating
                      them into its procedures.  These test procedures
                      shall, in general, list the items and operations
                      necessary for the following:

                      - Equipment operating characteristics

                      - System operating characteristics such as pressure
                        drop flows, etc.

                      - Instrument settings and functions

                      - Operability of all remote controls, all local
                        controls, all interlocks, etc.

                 (2)  In addition, the A/E shall define the work required to
                      allow the CO to proceed with tests without performing
                      construction work.  This work is, in general, as
                      follows:

                      - Charging the systems

                      - Isolation of certain specific equipment

                      - Connections for circulation of fluids, if called for
                        by the test

                      - Temporary drains, by-passes, waste lines, etc.

                      - Any other items not listed above, but required to
                        accomplish the tests.

             d.  Cleaning Procedures.  The Technical Specifications shall
                 require that all systems be cleaned or flushed prior to the
                 performance of any system testing.  The material to be used
                 for cleaning shall be specified and the determination of
                 cleanliness shall be specified.

     G.  Estimates of Construction Cost.

         1.  Title I Preliminary Estimates.  At each intermediate review
             stage as set forth in Section J, the A/E shall prepare an
             estimate of the construction cost on the basis of design
             information available at that stage of progress.  Estimates
             will be prepared in a format that incorporates the divisions of
             the project work breakdown structure (PWBS) as set forth in the
             Design Criteria.  The A/E is expected to add successive levels
             of detail to the PWBS as required to define and organize the
             construction work into a logical structure.  It is expected
             that, at some level, the A/E's extension of the PWBS will be
             compatible with the CSI format.

             It is desirable to have as much information as is practical to
             include in the Title I estimate to enhance the selection of a
             preferred design solution; however, it is understood that the
             degree of estimate detail is limited by the degree of detail in
             the design.  The estimate should clearly reference the basis of
             all quantities and price data (preliminary drawings, historical
             data, in-house records) and clearly identify the mark-ups
             applied for overhead, profit, subcontractor mark-ups, taxes,
             and other costs not included in the estimate takeoff.  This
             information can be provided in an estimate criterion which
             establishes the basis of the estimate.

         2.  Title II Final Estimate.  At the completion of Title II Design,
             the A/E shall prepare a cost estimate of construction.  The
             format will be the same as that used in the Title I estimate to
             promote comparability and traceability.  (The estimate shall be
             prepared by a detailed take-off from the design drawings of
             materials, equipment, and labor unit manhour quantities
             required to perform the work.  By the application of
             appropriate rates to these quantities, the estimate shall
             establish the direct cost for performing the work.  The labor
             rates used for calculating labor cost shall be those provided
             by the CO.  Material prices shall be based on current quotes
             from appropriate vendors using local suppliers where
             appropriate, such as with concrete.  Appropriate mark-ups shall
             be applied to the direct cost reflecting labor overhead,
             profit, overhead rate, taxes, bonds, etc., to reach a total
             price for the work.  Estimates prepared using unit price
             amounts shall be accompanied by sufficient information
             explaining the basis of the unit price.  Lump sum items are not
             acceptable unless supported by vendor quotes or other
             reference.)

         3.  Government Cost Estimate.  Upon approval of the Title II design
             by the CO, the A/E shall make the necessary revisions to the
             Title II estimate reflecting all changes which result from the
             Title II review.  Additionally, other updates to the estimate,
             reflecting updated information on price, bidding climate, etc.,
             shall be made to the estimate.  This updated estimate shall be
             submitted so as to reach the CO a minimum of five working days
             prior to the bid opening.  The estimate shall be in original
             only and accompanied by an approval sheet with names and
             signatures of persons responsible for preparing, reviewing and
             recommending the estimate for approval to the CO.

     H.  Color and Finish Samples.  As part of the 100% Title II submittal,
         the A/E shall submit samples of proposed finish and color schemes
         to be used in the building construction.

     I.  Soliciting and Evaluating Bids.

         1.  Issuance of Presolicitation Notice.  The A/E shall prepare a
             draft copy of the Presolicitation Notice following instructions
             set forth in the ____________ and submit to the CO for
             approval.  After approval, the A/E shall prepare the Notice in
             final form and mail copies to the list of addressees provided
             by DOE.  Addressed, franked envelopes will be provided to the
             A/E for mailing of the Notices.

         2.  Issuance of Solicitation for Bids.  The A/E shall issue final
             drawings and specification documents to requesters.  Documents
             shall be sold at the price set forth in the Presolicitation
             Notice.  The A/E shall collect monies for the documents sold
             and credit DOE for all funds collected.  The A/E shall furnish
             the CO lists of planholders as required by ___________________.

         3.  Amendments to Solicitations.  When it is necessary to amend
             solicitation documents prior to bid opening, the A/E shall
             prepare the amendment in accordance with the instructions
             provided in the ______________________.  After approval by the
             CO, the A/E shall issue the amendment to all planholders.

         4.  Bid Evaluation.  The A/E shall review all bids received by the
             Government and recommend to the CO the reasonableness of the
             bid based on the Government Estimate.  Differences or errors
             that are discovered shall be pointed out and reasons given
             therefor.  The A/E shall also make a recommendation on the
             apparent successful bidder's ability to perform the work.  This
             recommendation shall consider as a minimum the bidder's past
             projects, current work load, financial status, experience
             and/or ability, availability and capability of specialized
             equipment and any other special requirements set forth in the
             construction contract.

     J.  Meetings and Submission of Documents.

         1.  When Title II design is approximately 25 complete, the
             Contracting Officer will conduct a meeting in the A/E's office
             to determine if the A/E is progressing in the established
             project direction.  The A/E shall have available five sets of
             the design drawings setting forth the project's civil,
             architectural, structural, mechanical, electrical, and special
             systems features such as plans, elevations, sections,
             schedules, details, legends, diagrams, equipment lists and
             notes developed to this stage of the design completion for the
             CO's review.

         2.  At approximately __________ completion of Title II design, a
             meeting shall be scheduled by the A/E to review the design at
             the point of progress.  The A/E shall have available drawings,
             specifications, design analysis, and cost estimates reflecting
             the stage of completion at this point available for CO review.
             Five copies of all documents shall be available for delivery to
             the CO.

         3.  When the Title II design is 100% complete, the A/E shall
             provide DOE 20 sets of the entire Title II package for review
             and approval.  A 100% review meeting will be held in the A/E's
             office to discuss final comments, after which the A/E shall
             incorporate these comments in the document.

         4.  The A/E shall incorporate the comments provided by the CO as a
             result of the Title II review and prepare the solicitation
             documents for distribution to plan rooms and for sale to
             prospective bidders.  Twenty-five copies of the solicitation
             documents and one copy of the final cost estimate shall be
             provided to DOE.

     K.  Time for Performance.

         1.  The final Title II documents, including calculations,
             solicitation documents, drawings, and cost estimate shall be
             submitted to DOE for review no later than _________ calendar
             days after DOE exercises the option for Title II services.

         2.  After review by DOE of the Title II documents submitted as
             described in the preceding paragraph, the A/E shall finalize
             the solicitation documents for issuance to plan rooms and
             prospective bidders no later than __________ calendar days
             after the A/E receives from DOE the review comments on the
             Title I documents.

IV.  TITLE III (INSPECTION).

     A.  Scope of Work.  If DOE exercises the option for Title III services,
         the A/E shall provide the following services in connection with
         Title III (This section shall be modified or amended to reflect the
         roles of the construction manager or project manager as
         appropriate.):

         1.  Review and, submit comments and recommendations for approval/
             disapproval of construction contractor's proposed progress
             schedule and breakdown of bid;

         2.  Furnish, maintain, or reestablish as necessary governing lines
             and benchmarks to provide horizontal and vertical control lines
             and grades established during Title II to which the new
             construction may be referred;

         3.  Check approved or require revision of all vendors' shop
             drawings to assure conformity with the approved design and
             working drawings and specifications.

         4.  Inspect the execution of construction during the entire period
             of construction so as to assure adherence to approved working
             drawings and specifications.

         5.  Inspect construction workmanship, materials and equipment
             during the entire period of construction and report to DOE as
             to their conformity or nonconformity to the approved working
             drawings and specifications.

         6.  Perform technical evaluations on the contractor's proposed
             changes to design drawings and specifications.

         7.  Prepare estimates of reasonable amounts of increase or decrease
             in contract price and/or contract completion time for contract
             modifications, evaluate proposals submitted by the construction
             contractor for contract adjustments, and make recommendations
             to the CO for use in negotiating.

         8.  Inspect contractor-supplied materials and equipment at vendor's
             plant as required.

         9.  Make or acquire such field or laboratory tests of construction
             workmanship, materials, and equipment, as DOE may require or
             approve.

        10.  Prepare reports and make recommendations on status of
             deliveries or materials and equipment as DOE may require or
             approve.

        11.  Prepare monthly and other reports of the progress of
             construction, as may be required, and partial, interim, and
             final estimates and reports of quantities and values of
             construction work performed, for payment' or other purposes;
             and

        12.  Furnish a reproducible as-built record drawing set and
             marked-up specifications showing construction as actually
             accomplished.

     B.  Quality Assurance.

         1.  Update QPA as conditions dictate.  Perform all activities
             indicated in the Design Criteria.  Maintain all records as
             required by various procedures and the Records Management Plan.
             Submit additional procedures as necessary.

         2.  The quality assurance activities of the A/E will be audited by
             a representative of the Contracting Officer for compliance with
             the specifics of the QPA.  The A/E shall be responsible for
             maintaining appropriate records of activities performed by
             subcontractors and consulting organizations to satisfy the
             audits.

     C.  Title III Reporting Requirements.

         1.  On-Site Construction Reports.  Prepare daily reports of
             construction activity, weekly reports of construction progress
             and maintain an inspector's daily log book for submittal to the
             CO.  The daily log book shall consist of longhand recorded
             notes concerning professional opinions relating to daily
             progress of the work, any oral instructions given to the
             construction contractor, and any other data pertinent to this
             contract not covered in the daily report.  Any impact due to
             weather and its effect(s) on different crafts and/or different
             aspects of the construction shall be explained.  In case of
             reduced or lack of activity, these documents shall indicate if
             the contractor could have put forth more effort or if slowdown
             was beyond its control.  This diary will become a part of the
             permanent records of the job and shall be turned over to the CO
             when the contract work is complete.

         2.  Submittal Reports.  In connection with the review of the
             construction contractor's submittals, the A/E shall prepare and
             submit to the CO monthly updates of the "ALL 78 - Shop Drawing
             and Submittal Control Form.)"

         3.  As-Built Drawings and Specifications.  Prepare as-built drawing
             showing all as-built construction, including existing field
             conditions encountered during construction.  The original set
             of drawings and specifications shall be submitted to the CO at
             the completion of construction.

         4.  Cost Completion Report.  Gather all field data necessary to
             prepare a cost completion report.  Prepare a cost completion
             report showing a complete breakdown of property units of the
             completed construction with appropriate construction and A/E
             costs for each unit.  The preliminary draft shall be submitted
             for DOE review no later than the 50% point of the construction
             work.  The final draft shall be submitted at the 100% point of
             completion of the construction work.

V.   REPORTING REQUIREMENTS FOR TITLES I, II AND III.

     A.  Reports Required.  During the course of contract performance, the
         A/E shall maintain and submit to the CO the following reports:

         1.  Confirmation Notices.  The A/E shall provide a record of all
             conferences, meetings, discussions, verbal directions,
             telephone conversations, participated In by the A/E and/or its
             representative(s) on matters relative to the contract and the
             work. These records, entitled "CONFIRMATION NOTICES," shall be
             numbered sequentially and shall fully identify the design order
             and/or contract number, the participating personnel, subject
             discussed, and any conclusions reached.  The A/E shall forward
             to the CO, as soon as possible (not more than five workdays
             after the event), a copy of said confirmation notices.
             Confirmation notices shall be in long hand, as drafted by
             originator.  Notices of formal meetings may be typed.

         2.  A bi-weekly narrative hi-lights report shall be, submitted
             covering work accomplished, problems, causes for delays, etc.
             In general, the hi-light report shall provide the CO a brief
             narrative status of the A/E effort being performed.

         3.  A monthly Drawing, Specification and Report Section Progress
             (Titles I and II only) Report shall be provided.  The report(s)
             shall be in a DOE format and consist of the following:

             Title I.

                Drawing Progress Report

                Report Section Progress Report

             Title II.

                Drawing Progress Report

                Specification Progress Report

         4.  A design manpower Progress Report shall be submitted on a
             monthly basis.  The format shall reflect the monthly scheduled
             and actual manhours on a cumulative basis for Title I, II and
             III, exclusive of reimbursable-type services.  An
             "S"-Curve-type graphical schedule and actual percent complete
             progress chart shall be included in the Progress Chart.

     B.  General.

         1.  Report formats shall be approved by the CO in writing.

         2.  All reports shall be submitted to the CO within five working
             days after the close of the reporting period.  In the event a
             required report is not submitted on time or is unacceptable,
             the CO may withhold payments due under Article II, Part C,
             Payment, of the contract until an acceptable report is
             received.

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