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    DEPARTMENT OF THE ARMY

    U.S. Army Corps of Engineers

    CECW-ED Washington, DC 20314-1000 ETL 1110-8-13(FR)

    Technical Letter

    No. 1110-8-13(FR) 30 August 1991

    Engineering and Design

    STRUCTURES ENGINEERING RESPONSIBILITIES

    FOR CIVIL WORKS PROJECTS

    Distribution Restriction Statement

    Approved for public release; distribution is unlimited.

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    DEPARTMENT OF THE ARMY ETL 1110-8-13(FR)US Army Corps of Engineers

    CECW-ED Washington, DC 20314-1000

    Engineer Technical LetterNo. 1110-8-13(FR) 30 August 1991

    Engineering and DesignSTRUCTURAL ENGINEERING RESPONSIBILITIES

    FOR CIVIL WORKS PROJECTS

    1. Purpose

    This engineer technical letter describes the mini-

    mum structural engineering responsibilities during

    the life cycle (planning, design, construction, and

    operations) of civil works projects and relates thesefunctions to the project management system.

    2. Applicability

    This ETL applies to all USACE/OCE elements and

    USACE Commands having civil works responsibili-

    ties.

    3. Scope

    This ETL provides guidance pertaining to structural

    features of civil works projects. It is important to

    clearly identify these responsibilities and ensure that

    a reliable structural design is developed for use in

    establishing project costs, schedules, and the

    management plan. The project engineering duties

    described in the enclosure are applicable regardless

    of which engineering discipline is assigned thatresponsibility. The structural design and project

    engineering effort for each phase should provide

    adequate interdisciplinary technical coordination,

    minimize duplication of effort, and produce a

    quality design.

    4. Action

    Minimum structural engineering responsibilities are

    identified in the enclosed guidance.

    FOR THE DIRECTOR:

    1 Encl JOHN A. McPHERSON

    Acting Chief, Engineering Division

    Directorate of Civil Works

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    STRUCTURAL ENGINEERING RESPONSIBILITIES FOR CIVIL WORKS PROJECTS

    1. Introduction

    a. Background. Many engineering disciplines

    are involved with civil works projects during theirlife cycle. Frequently, simultaneous design and

    analysis work is being performed by multiple disci-

    plines. To efficiently perform the work, structural

    engineers must know their responsibilities and how

    they contribute to a final quality product that is on

    schedule and within budget. In addition, a team

    leader will ensure design consistency and compati-

    bility among the disciplines. For the purpose of

    this ETL, the team leader will be designated as the

    project engineer (PE).

    b. Purpose. This ETL provides detailed guid-

    ance on structural and project engineering responsi-bilities for civil works projects and how the

    structural engineer (SE) and the PE support the life

    cycle project management system. This enclosure

    is organized such that specific responsibilities for

    each phase of the project management system are

    grouped together. This format was selected to aid

    the reader in quickly identifying responsibilities for

    a given project, with each phase being self-

    supporting. Additional sources of information are

    identified in Appendix A.

    2. Structural and Project Engineering

    Responsibilities

    a. General. The Corps of Engineers is opera-

    ting in partnership with local sponsors who share

    the cost of designing and building civil works

    projects. Increased emphasis is being placed on the

    key roles of the SEs and PEs to achieve high-

    quality products on schedule and within budget. A

    project management office was established in Head-

    quarters, USACE, and in each Division and District

    to facilitate project development. In the project

    management system, the project manager (PM) is

    the primary point of contact for project coordinationbetween the local sponsor and the Corps. The PM

    is responsible for managing the project scope, sche-

    dule, cost, and budget and for facilitating the resolu-

    tion of existing or potential problems. The PM is

    also responsible for reporting the status of the

    project to higher authorities and the local sponsor.

    This guidance should enable the SE and PE to more

    fully support the PM. An important link in the

    cooperative relationship between Engineering Divi-

    sion (ED) and the PM is the individual designated

    as the PE. This individual may be a SE if the

    structural features of the project are significantly

    complex or costly; however, the PE may come fromother technical disciplines in ED. One PE is

    assigned to the overall project. The role of the PE

    on the design team is to assist in the technical man-

    agement of the project. The broad design experi-

    ence and technical leadership required to be a

    successful PE generally require that such assign-

    ments be made to senior designers who have been

    delegated authority to perform their interdisciplinary

    responsibilities.

    b. Structural engineering responsibilities.

    Structural design is a creative process that generally

    begins with a vague definition of the clients prob-lems and proceeds to a practical solution using

    basic engineering principles and modern technology.

    Most civil works projects are executed by a multidi-

    sciplinary team that may include several structural

    engineers. The SE must determine the appropriate

    level of analyses required for each phase of the life

    cycle process. The analysis performed during the

    reconnaissance phase relies on engineering judg-

    ment with minimal numerical modeling. During

    this phase, the structural engineer will examine a

    minimum number of possible structural solutions

    that are mutually acceptable to local and Federal

    interests. In contrast, during the preconstruction

    engineering and design phase, detailed analyses will

    be performed and structural features designed to the

    degree necessary to prepare quality contract docu-

    ments. During the construction phase, the only

    analyses performed are those required to resolve

    field problems. Analyses during the operation and

    maintenance phase may be required for deficiencies,

    repairs, modifications, or replacement. The respon-

    sibilities for the structural design can be categorized

    as described below.

    (1) Design and analysis. One of the primaryresponsibilities of the SE is to develop a structural

    solution that meets the design objectives. The SE

    will draw upon past experience to develop design

    concepts or examine new and innovative solutions.

    The SE will combine engineering judgment with

    engineering principles to develop a reliable basis for

    design. Depending on the project phase, the analy-

    ses may require manual computations that capture

    the general structural behavior or in-depth computer

    1-1Enclosure 1

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    modeling using software developed by the

    Computer-Aided Structural Engineering (CASE)

    project. The basis for design and analysis in each

    life cycle phase is discussed in detail in paragraphs

    3.b.1, 4.b.1, 5.b.1, 6.b.1, and 7.b.1.

    (2) Design quality. The quality of eachdesign phase is influenced by how well the engi-

    neering design team performs. Quality is affected

    by the ability of the SE to communicate, apply

    sound judgment, advise, plan, analyze, and review.

    The SE responsibilities in producing a high-quality

    design for each life cycle phase are discussed in

    detail in paragraphs 3.b.2, 4.b.2, 5.b.2, 6.b.2, and

    7.b.2.

    (3) Cost estimating. The SE should actively

    participate in the development of the cost estimate

    at each phase of the project. This participation

    varies in depth and is essential to developing areliable cost estimate. (Public Law 99-662 limits

    projects authorized by the act to a 20-percent in-

    crease in the baseline cost, excluding increases due

    to inflation and changing legal requirements.) The

    SE should consider the reliability of engineering

    and other data available when developing contin-

    gency factors. Cost estimating responsibility for the

    SE in each life cycle phase is discussed in detail in

    paragraphs 3.b.3, 4.b.3, 5.b.3, 6.b.3, and 7.b.3.

    (4) Design schedule and budget. Throughout

    the project life, SEs should prepare and maintain

    their design schedules and budgets. This informa-tion is provided to the PE for preparing the engi-

    neering schedule and budget. Individual schedules

    and budgets should be based on reliable data and

    information available from other disciplines. Contin-

    gencies should be included to account for uncertain-

    ties. The results of an overly conservative budget or

    design schedule can result in termination of the

    study or require reauthorization of the project. On

    the other hand, unrealistically optimistic estimates

    result in insufficient funding to complete the

    project. After the schedule and budget are

    approved, the SE should complete the design within

    that schedule and budget. Changes can be made

    only with written approval by the PM. Compari-

    sons between scheduled and actual progress, and

    budgeted and expended dollars, should be made

    throughout the project to assess performance. The

    results of these comparisons should be provided to

    the PE. The SE responsibilities in preparing and

    maintaining design schedules and budgets are dis-

    cussed in detail in paragraphs 3.b.4, 4.b.4, 5.b.4,

    6.b.4, and 7.b.4.

    (5) Technical coordination. The SE is

    involved in technical coordination of structural

    features during all project phases. The SE should

    coordinate structural design activities with

    individuals from other functional elements (geotech-

    nical, hydraulic, mechanical, electrical, architectural,

    construction, operations, cost engineering, realestate, surveying, mapping, etc.) to develop the

    design of the structural features. Technical coordi-

    nation should be maintained with the technical staff

    of the local sponsor. Technical coordination is

    encouraged with higher authority to reach early

    agreement on unprecedented or complex problems.

    The SE should keep the PE informed. SE technical

    coordination in each phase is discussed in detail in

    paragraphs 3.b.5, 4.b.5, 5.b.5, 6.b.5, and 7.b.5.

    c. Project engineering responsibilities. Selec-

    tion of the PE is one of the most important manage-

    ment decisions for ensuring success. The PEshould be a technical leader who has an overview

    of the project and a general understanding of the

    various functional elements, and is therefore able to

    support the PM by managing the design process.

    The PE responsibilities in each phase are discussed

    in detail in paragraphs 3.c, 4.c, 5.c, 6.c, and 7.c.

    (1) Management of design process. The PE,

    working with all appropriate disciplines, should

    define the engineering design objectives. These

    design objectives pertain to customer care, innova-

    tion, engineering and design (E&D) costs, operation

    and maintenance (O&M) costs, modifications,quality, biddability, constructibilty, and operability.

    The PE should identify the specific tasks required to

    support the design objectives, and should integrate

    the team effort in an efficient and cost-effective

    manner. The PE should monitor team progress by

    reviewing the schedules and budgets and measuring

    actual production, time elapsed, and funds

    expended. Changes should be documented and

    evaluated for impacts.

    (2) Design quality. Design quality is influ-

    enced by the PEs ability to promote a team

    environment that encourages communication

    between engineering disciplines. The PE must

    recognize technical conflicts at an early stage. In

    addition, the PE should explore alternate designs

    that could improve the quality or reduce costs. A

    quality product is the primary objective.

    (3) Design schedule and budget. The PE

    should coordinate and consolidate the budget and

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    provide it to the senior engineering staff. Each dis-

    cipline should prepare its estimate in sufficient de-

    tail to ensure that adequate resources are budgeted

    to perform all engineering functions for all phases.

    (4) Cost estimate. The PE should ensure thatquantities are being developed in accordance with

    the code of accounts so that no quantities are omit-

    ted or duplicated. Contingencies should be estab-

    lished and justified in terms of available informa-

    tion. The PE should inform the PM if additional

    engineering information is needed to reduce contin-

    gencies that have a significant impact on total cost.

    (5) Interaction with project manager. The PE

    should maintain a working relationship with the

    PM. It is essential that the PE inform the PM about

    the project status and contacts with the local spon-

    sor. The PE should support the PM in developingthe engineering aspects of the project management

    plan.

    3. Reconnaissance Phase

    a. General. The reconnaissance report is the

    initial document undertaken in any project and is

    Federally financed. The purpose is to determine if

    there is a Federal interest in the project and if there

    is a viable solution that produces benefits in excess

    of costs and is acceptable to the local sponsor. The

    most knowledgeable and experienced engineers

    should be assigned to direct the development of thereconnaissance report, as many decisions must be

    based on judgment because of the limit on time and

    funds to accomplish the work.

    b. Structural engineering responsibilities.

    (1) Basis for design and analysis. The SE

    should lay out and evaluate a minimum number of

    possible structural solutions without devoting a

    great deal of time to analysis and details. The pri-

    mary goal is to identify one structural solution for

    establishing a Federal interest in the project. Struc-

    tural layouts should be based on proven conceptsand historical data from similar projects. If histori-

    cal data are not available, rudimentary analyses

    should be performed to establish the nominal di-

    mensional parameters of typical structural features.

    Special attention should be given to

    selecting an appropriate substructure design concept

    which is consistent with the available geotechnical

    data. Innovative design concepts during this phase

    should be used only in consultation with higher

    authority. If there is a Federal interest in the

    project, the SE must define the structural design

    effort required for the feasibility phase. This design

    effort is outlined in List B-1 (Appendix B).

    (2) Basis for design quality. Achieving design

    quality requires that there be effective communica-

    tion among all design disciplines, functional ele-

    ments and the local sponsor. To further ensure a

    quality product, the SE should accomplish those

    items given in List B-2.

    (3) Basis for cost estimate. Since the recon-

    naissance phase design is primarily conceptual, and

    generally based on previous conventional designs,

    the structural quantities rely heavily on historical

    data. The SE must use experience and engineering

    judgment to prorate historical data on quantities to

    the proposed conceptual design. The SE is respon-

    sible for developing the appropriate contingencies

    for each structural feature based on the reliability of

    the historical data and the similarities between the

    historical data and the proposed design. The SE

    coordinates with the PE and the cost engineer to

    prepare the estimate in accordance with the chart of

    accounts (ER 37-2-10).

    (4) Design schedule and budget. Before com-

    mencing work on the reconnaissance report, the SE

    identifies the design tasks and responsibilities and

    prepares a detailed schedule with man-hours and as-

    sociated cost. This schedule and budget will be fur-

    nished to the PE, who will develop the completeengineering schedule and budget. Several iterations

    may be necessary to integrate the various discipline

    schedules into an acceptable engineering schedule

    and budget. One task associated with the recon-

    naissance report is the development of an accurate

    schedule and budget for the feasibility phase. The

    SE must identify the information necessary to

    reduce the contingencies in the various alternatives

    considered during preparation of the feasibility

    report.

    (5) Technical coordination. The SE should co-

    ordinate with the various engineering disciplinesand the PE as required. Contact with the local

    sponsor should be coordinated with the PE and PM.

    The SE should advise the PE of any changes that

    could affect other elements or impact the schedule

    or budget. The SE, through the PE, provides sup-

    port for the issue resolution conference and techni-

    cal resolution conference. The SE may also

    participate in negotiating the Feasibility Cost Shar-

    ing Agreement.

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    c. Project engineering responsibilities.

    (1) General. The PE has four major responsi-

    bilities during the preparation of a reconnaissance

    report: making certain that the problem is clearly

    defined and the alternatives identified; managing the

    conflict between the need to obtain sufficient engi-neering with the limited time and funding available;

    monitoring and resolving technical issues early,

    such that slippage does not occur; and developing a

    detailed plan, including the engineering effort and

    budget, for the feasibility report.

    (2) Management of design process. The PE

    must manage preparation of the reconnaissance re-

    port for all engineering elements. This will include

    coordinating with other functional organizations

    such as real estate, planning, and construction, plus

    the local cost-sharing partner. The PE, working with

    engineering management, will identify the designteam that will perform the work. In addition to

    knowing the status of the project at all times, the

    PE should be prepared to resolve problems as

    quickly as possible to minimize the impact on the

    project.

    (3) Design quality. To help ensure that a

    quality product is produced, the PE, with the design

    team, should accomplish those items defined in List

    B-3.

    (4) Schedule and budget. To minimize im-

    pacts to the schedule and budget, the PE, working

    through the design team, should perform duties

    defined in List B-4.

    (5) Cost estimate. The project cost will deter-

    mine if an economically viable project can be built.

    Because of the emphasis placed on the cost esti-

    mate, the PE should ensure that complete and

    accurate quantities are developed. The PE, with the

    design team, will assign contingencies for each line

    item of the estimate. To ensure that an accurate

    estimate is achieved, the PE should adhere to those

    items listed in List B-5.

    (6) Interaction with project manager. The PEshould interact with the PM and the local sponsor in

    the areas defined in List B-6.

    4. Feasibility Phase

    a. General. The report prepared during this

    phase of the project is similar to previous general

    design memorandums, and should be completed

    within 24 to 36 months. It establishes a baseline

    cost estimate for the total project cost. The feasibili-

    ty study is cost shared with the local sponsor.

    b. Structural engineering responsibilities.

    (1) Basis for design and analysis. The SE

    should lay out and evaluate the potential structural

    solutions to a design level to allow cost compari-sons. The layout and design of the structural fea-

    tures of the recommended plan should be developed

    to a level that is reliable for estimating the baseline

    cost and schedule. The structural layouts should

    account for variations in site and alignment, types,

    and arrangement of the structural features. For

    small, less complex projects, the feasibility report

    may contain the complete analysis to allow projects

    to proceed directly to plans and specifications (P&-

    S). This normally requires approval of higher au-

    thority. For items to be accomplished, see List B-1.

    (2) Basis for design quality. The basis fordesign quality is established during the feasibility

    phase with the early development of design criteria

    and objectives. The actions contained in List B-7

    should be accomplished during this phase.

    (3) Basis for cost estimate. During the feasi-

    bility phase, the SE focuses on the development of

    a baseline cost estimate. Quantities are computed

    for the major structural features of the recom-

    mended plan. The level of detail of the quantities

    depends on how significant and critical the feature

    is to the project cost. In addition, the SE assists the

    cost engineer by defining the level of risk andestablishing the contingencies to be assigned to each

    structural feature in the baseline cost estimate. All

    quantities and contingencies provided by the SE

    should be in accordance with the chart of accounts

    (ER 37-2-10).

    (4) Design schedule and budget. The SE refines

    the proposed project schedule and budget for the

    structural portion of the feasibility study identified

    in the reconnaissance report to include specific tasks

    and responsibilities along with man-hours and asso-

    ciated costs. This proposed schedule should include

    when the information will become available forinterdisciplinary use. Once the structural schedule

    is established, the SE is responsible for monitoring

    the structural performance to ensure that this phase

    of the project is completed within the schedule and

    budget. One major task associated with preparation

    of the feasibility report will be the development of

    the proposed structural design schedule and budget

    for the preconstruction engineering and design

    phase and construction phase.

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    (5) Technical coordination. The SE coordi-

    nates with technical disciplines and the PE on the

    constructibility, safety, reliability, and functional

    requirements for the alternatives being considered.

    The SE should coordinate with local sponsors to

    obtain necessary structural information, as well astechnical views on the design alternatives being

    considered. The SE should also participate in the

    technical review conference and the local coopera-

    tion agreement (LCA).

    c. Project engineering responsibilities.

    (1) General. The PE must ensure that the

    design objectives are defined. Since the feasibility

    report costs are shared with the local sponsor, moni-

    toring of the schedule and budget is critically im-

    portant. During this phase it will also be necessary

    for the PE to prepare a schedule and budget for thePED. This schedule/budget is critical to achieving

    the earliest possible construction start. The feasibil-

    ity report can take up to 12 months or more for

    approval; however, HQUSACE has authority to

    provide funding for initiation of preconstruction

    engineering and design during this review period.

    This initial work should include acquiring all

    remaining survey and geotechnical data, completing

    model studies, developing detailed designs and

    value engineering (VE) studies, and preparing a

    design memorandum and P&S for the first item of

    work. The key is getting the PED budget to

    HQUSACE in advance, so that funds can be pro-grammed in the appropriate fiscal year.

    (2) Management of design process. The PE

    responsibilities during preparation of the feasibility

    report are similar to those noted in paragraph 3.c.2.

    The PE should coordinate the resolution of review

    comments made by higher authority.

    (3) Design quality. To help ensure that a

    quality product is produced, the PE, with the design

    team, should accomplish those items defined in

    List B-8.

    (4) Schedule and budget. To eliminate im-

    pacts to the schedule and budget, the PE, working

    through the design team, should perform duties

    defined in List B-9.

    (5) Cost estimate. The project cost will deter-

    mine if an economically viable project can be built.

    Because of the emphasis placed on the cost esti-

    mate, the PE should ensure that complete and accu-

    rate quantities are developed. With the design

    team, the PE will assign contingencies for each line

    item in the estimate. To ensure that an accurate

    estimate is produced, the PE should adhere to those

    items listed in List B-5.

    (6) Interaction with project manager. The PE

    should interact with the PM in the areas defined in

    List B-10.

    5. Preconstruction Engineering and De-sign (PED) Phase

    a. General. This phase begins with the sub-

    mission of the feasibility report. The review and

    approval process for the feasibility report can take

    up to 12 months. HQUSACE can authorize an

    expenditure of funds to prevent project delay.

    Design and analysis should proceed as detailedsurvey, geotechnical, hydraulic, and other informa-

    tion become available. The analysis (if not accom-

    plished during the feasibility phase) will be

    prepared and submitted for review as a design

    memorandum (DM)in the PED phase. The P&S

    are submitted for review near the end of the PED

    phase.

    (1) Design memorandum. The DM is a docu-

    ment that presents detailed analysis for the various

    line items of work within a project. The DM level

    of coverage may be presented as part of the feasi-

    bility report on small projects. On large projects,the DM is developed during PED for the first item

    of construction, with additional DMs for remaining

    features of work following the PED phase. Engi-

    neering Division will be responsible for preparation

    and submission of all DMs.

    (2) Plans and specifications. The purpose of

    the P&S is to provide a document that the

    contractor can use to build a quality product. Engi-

    neering Division will be responsible for preparation

    and submission of all P&S.

    b. Structural engineering responsibilities.

    (1) Basis for design and analysis. The level

    of design detail during PED must be sufficient to

    complete preparation of P&S. This will include the

    responsibilities for structural stability, material

    selection, sizing of members, connection details,

    reinforcement layouts, and geometrical compatibility

    with adjacent features. The complete checked com-

    putations for the selected alternative shall be bound

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    and become a part of the project files. A list of

    Corps programs available for analysis is provided as

    Appendix C.

    (2) Basis for design quality. The SE must

    evaluate innovative and creative ideas that could

    benefit the project, and should participate in the VEstudies. Technical reviews during design are essen-

    tial to detect errors and deficiencies. During prepa-

    ration of P&S, communication with design team

    members and the local sponsors must be continued.

    As part of the P&S, the SE should develop instruc-

    tions to the field plus a list of required contract

    submissions. The SE ensures that the structural

    design objectives previously identified are being

    accomplished. Prior to advertisement, a complete

    constructibility, operational, and biddability review

    must be completed and all comments resolved.

    (3) Basis for cost estimate. During prepara-tion of the DM the project cost estimate is updated

    to reflect the refinement of the design. The SE

    provides the cost engineer with the refined quanti-

    ties and acquired information pertaining to any

    unique materials or construction techniques. After

    completion of the P&S, the SE must also assist in

    the preparation of the Reasonable Contract estimate.

    This support consists of developing quantity

    estimates for structural features, providing informa-

    tion regarding availability and sources of specialty

    structural materials, and describing any special

    constructibility considerations.

    (4) Design schedule and budget. The SE

    continues to monitor the structural man-hours and

    funds expended, and compares these values with the

    schedule and budget. The SE should not jeopardize

    the level of quality to achieve schedule and/or

    budget.

    (5) Technical coordination. The SE coordi-

    nates with the engineering disciplines as necessary

    to complete the structural engineering portions for

    the DMs and P&S. The SE also communicates

    with the sponsors technical representatives concern-

    ing design objectives and review comments, and

    keeps the PE informed of issues that have a poten-

    tial to impact the project quality, schedule, or bud-

    get. The SE keeps the PE informed of the actual

    versus approved schedule and budget, as well as

    any changes to the approved scope of work. The

    SE is responsible for keeping the cost engineer

    advised of any changes in quantities. Quantities are

    provided in accordance with the chart of accounts.

    The SE provides the PE with necessary information

    to resolve review comments. At the request of the

    PE, the SE assists in the development of the LCA.

    c. Project engineering responsibilities.

    (1) General. The objective in this phase is to

    ready the project for construction in accordancewith the feasibility report. The PE coordinates the

    activities toward acquiring detailed engineering data,

    model testing, completing detailed designs, and

    conducting VE studies. The PE also coordinates

    the preparation of the DM and P&S.

    (2) Management of design process. The PE

    should manage this phase to ensure that the required

    design information is available to complete the DM

    and P&S. This requires coordination with those

    elements responsible for obtaining this information.

    When problems arise, the PE should be prepared to

    resolve them as quickly as possible. The PE shouldcoordinate biddability, constructibility, and opera-

    tional reviews. In addition, the PE should coordi-

    nate the resolution of review comments made by

    higher authority.

    (3) Design quality. Obtaining all of the

    necessary data for preparation of the DMs is essen-

    tial to preparing a quality DM. To help ensure that

    a quality product is produced, the PE, with the

    design team, should accomplish items defined in

    List B-11. In preparation of P&S, the PE with the

    design team should accomplish the items defined in

    List B-12. The PE, with the design team, should

    review final DMs and P&S documents to ensure

    they are complete and meet all design objectives.

    (4) Schedule and budget. To minimize

    impacts to the schedule and budget, the PE should

    accomplish the items defined in List B-13.

    (5) Cost estimate. The objective of this phase

    is to continue refining the construction cost by

    reducing contingencies to a minimum. Because of

    the emphasis placed on the cost estimate, the PE

    should ensure that complete and accurate quantitiesare developed and the contingencies for each line

    item in the estimate are appropriately adjusted. To

    ensure that an accurate estimate is produced, the PE

    should adhere to those items listed in List B-14.

    (6) Interaction with project manager. The PE

    should interact with the PM in those areas defined

    in List B-15.

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    6. Construction Phase

    a. General. The construction phase begins

    with the award of the contract and ends with the

    final payment to the contractor and startup of the

    project. The O&M manual will be prepared during

    this phase. The SE and PE are responsible for

    providing engineering assistance during construction

    of the project. The SE and PE should be respon-

    sive to the field.

    b. Structural engineering responsibilities.

    (1) Basis for design and analysis. Occasion-

    ally during construction, it may become necessary

    for the SE to perform additional design work. This

    may occur as the result of modifications or alterna-

    tive construction techniques proposed by the con-

    tractor or from evaluation of the contractor designs.

    Frequently during construction, time is of theessence, and the SE should complete the design

    work such that the projects critical path is not

    impaired. The SEs review of selected shop draw-

    ings is necessary to ensure that assumptions made

    during design are incorporated. The SE should

    obtain the necessary information for preparation of

    O&M manuals and development of as-built draw-

    ings.

    (2) Basis for design quality. The SE should

    establish a cooperative relationship with construc-

    tion counterparts so that, as questions develop dur-

    ing construction, they can be resolved expeditiously.The SE should visit the construction site to become

    familiar with construction techniques and to answer

    questions, resolve problems, and provide guidance

    as necessary to accomplish the design intent. The

    SE should also solicit suggestions for improvements

    of future designs. The information obtained during

    construction should promote increased quality on

    future designs. The SE should be involved in mod-

    ifications so that the best solution between engineer-

    ing and construction can be obtained.

    (3) Basis for cost estimate. The SE supports

    the preparation of the Government estimate to beused in negotiating contract modifications. These

    computations shall be bound and become a part of

    the project files.

    (4) Design schedule and budget. The SE

    should begin to summarize the information and

    history pertaining to the schedule and budget so that

    an effective database can be developed for future

    baseline cost estimates. The SE should document

    lessons learned and unique innovative design and

    construction techniques.

    (5) Technical coordination. The SE should

    coordinate the receipt of shop drawings and review

    comments with the PE. The SE coordinates trips to

    the construction project and resolutions to structural

    construction problems with the PE. The SE should

    coordinate the preparation of as-built drawings and

    the structural input for the O&M manuals with

    appropriate disciplines as necessary. The SE keeps

    the local sponsors structural representatives

    informed of project development. The SE keeps the

    PE informed of critical items that may affect the

    scope, schedule, and budget of the project.

    c. Project engineering responsibilities.

    (1) General. The role of the PE during the

    construction phase involves establishing a goodworking relationship and communication flow with

    construction personnel, establishing a process for

    handling all submissions to Engineering Division,

    and coordinating the engineering input to contract

    modifications.

    (2) Management of design process. The PE

    must manage engineering during construction. The

    PE must know the status of construction, submis-

    sions to ED, claims, and modifications. The PE

    should be prepared to resolve problems as quickly

    as possible.

    (3) Design quality. To help ensure the con-struction of a quality product in the field, the PE

    should accomplish the items defined in List B-16.

    (4) Schedule and budget. To minimize

    impacts on the project, the PE should maintain

    communications with field personnel and monitor

    the schedule and budget. Any problems in meeting

    the schedule and budget will first be discussed with

    the design team, followed by a meeting with man-

    agement. All proposed changes will be coordinated

    with Construction Division.

    (5) Cost estimate. To minimize increases inthe cost during construction, the PE should observe

    field progress and note any potential problems. The

    PE should coordinate engineering input to the solu-

    tion of such problems as they arise.

    (6) Interaction with project manager. The PE

    should maintain a good working relationship with

    the PM and participate with the PM in meetings

    with the local sponsor.

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    7. Operation and Maintenance Phase

    a. General. Technical support during the

    project turnover phase is provided by the project

    design team. Future responsibilities may require

    periodic inspections, modifications of the as-built

    drawings, review of operational deviations, identifi-cation of project deficiencies, and evaluation of

    replacement plans.

    b. Structural engineering responsibilities.

    (1) Basis for design and analysis. If required,

    the SE may be responsible for performing the

    analysis necessary to establish safe operational

    procedures and to develop P&S for repair or

    replacement of structures.

    (2) Basis for design quality. The SE should

    document the performance of the project, and thisinformation should be saved in a database, as

    appropriate, for future designs.

    (3) Basis for cost estimate. When evaluation,

    repair, or replacement becomes necessary, the SE

    shall assist the cost engineer, as appropriate, in the

    development of the cost estimate. This will require

    the SE to prepare quantities and contingencies in

    accordance with the chart of accounts.

    (4) Design schedule and budget. When evalu-

    ation, repair, or replacement becomes necessary the

    SE shall prepare a scope of work, schedule, and

    budget and submit these to the PE for review.

    (5) Technical coordination. This may involve

    coordination with other disciplines in periodicinspections or assessment and evaluation of the

    performance and safety of the project. The SE

    supports the coordination effort of the PE. The SE

    coordinates evaluation, repair, and replacement of

    structural components with the local sponsors

    structural representative.

    c. Project engineering responsibilities. The

    PE is the team leader for developing answers to

    design-related questions that develop during

    periodic inspections or when operational deviations

    are proposed. The PE is also responsible for coor-

    dinating the completion of as-built drawings andaddressing design-related project deficiencies. The

    PE also functions as the team leader if evaluation

    and replacement are necessary. Through the PM,

    the PE should ensure that any proposed changes in

    operation, or modifications to the project as a result

    of these changes, are submitted to higher authority

    for approval and coordination.

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    APPENDIX ABIBLIOGRAPHY

    a. ER 415-1-11. "Biddability, Constructibility

    and Operability."

    b. ER 1110-2-101. "Reporting of Evidence of

    Distress of Civil Works Projects."

    c. ER 1110-2-1150. "Engineering After Fea-

    sibility Studies."

    d. ER 1165-2-131. "Local Cooperation Ag-

    reements for New Start Construction Projects."

    e. EM 1110-2-1301. "Cost Estimates -

    Planning and Design Stages."

    f. US Army Corps of Engineers. 1989

    (7 Sep). Policy letter (CEMP-ZV), "Interim

    Guidance for Cost Effectiveness Review/Value

    Engineering."

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    APPENDIX BGENERAL CHECKLIST

    RECONNAISSANCE PHASE

    List B-1 Basis for Design and Analysis

    (paragraph 3.b.1)

    Potential structural alternatives for

    evaluation.

    Types, arrangement, and number of structural

    features for evaluation.

    Pertinent project data and testing required.

    Relevant design criteria and any special

    design studies.

    Studies and data needed to reduce

    contingencies associated with design

    uncertainties and risks.

    Additional resources needed to expedite

    design or to have design teams investigate

    alternatives concurrently.

    List B-2 Basis for Design Quality(paragraph 3.b.2)

    Prepare detailed scope of work.

    Identify problems that must be addressed.

    Identify alternatives to be considered.

    Identify detailed tasks and responsibilities.

    Evaluate available design data as to adequacy

    and reliability.

    Establish uncertainties and contingencies to

    be applied to each alternative.

    Develop plan for preparation of feasibility

    report.

    Identify additional engineering data required

    to reduce contingencies in preparation of

    feasibility report.

    Participate in selection of recommended

    plan.

    List B-3 Design Quality(paragraph 3.c.3)

    Clearly define the functional requirements

    for the project.

    Identify the alternatives to be studied.

    Identify the key components of the project

    that will determine its feasibility.

    Develop a complete plan for the preparation

    of the feasibility report to include data

    requirements, detailed tasks, alternatives, and

    E&D cost.

    Review status of work with design team as

    required.

    Keep PM advised.

    Facilitate resolution of problems between

    disciplines and other organizations.

    Prepare a summary of lessons learned for

    use in future projects.

    List B-4 Schedule and Budget

    (paragraph 3.c.4)

    Develop a list of all milestones through final

    approval of the document by higher

    authority.

    Develop an overall Engineering Division

    schedule from the individual disciplineschedules.

    Monitor the accomplishment of tasks and

    expenditure of dollars.

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    Discuss any problems in meeting the

    schedule and budget first with the design

    team, followed by a meeting with

    management.

    Develop a complete schedule and budget for

    preparation of the feasibility report.

    List B-5 Cost Estimate (paragraph 3.c.5)

    Identify the features of the job along with

    contingencies that are generating the major

    cost.

    Continually review the cost estimate as the

    design is developing.

    Make certain final quantities are in the

    proper format.

    Review final cost, benefits, and

    contingencies.

    List B-6 Interaction With Project Manager(paragraph 3.c.6)

    Review with the PM the final engineering

    schedule and budget.

    Participate with PM in developing the

    Feasibility Cost Sharing Agreement.

    Work with PM in identifying the overallproject objectives and schedule.

    Participate with PM in meetings with the

    local sponsor.

    Participate in the Issue Resolution

    Conference with design team.

    Participate in Technical Resolution

    Conferences with design team.

    Inform the PM of all contacts with the local

    sponsor by the technical disciplines.

    Invite PM to participate, when appropriate,

    in the engineering review meetings.

    FEASIBILITY PHASE

    List B-7 Basis for Design Quality(paragraph 4.b.2)

    Assumptions made in the reconnaissance

    phase must be confirmed.

    Accurate field data necessary for design,

    such as surveys and soil borings, must be

    obtained.

    All functional aspects of the design must be

    considered.

    The project team must evaluate the design

    for constructibility, safety, and reliability.

    The project design team should be integrated

    to include engineering, construction,

    operations, and maintenance.

    The SE should review and refine the

    structural features and elements of the project

    and assess available data to prepare the

    baseline cost estimate.

    New alternatives proposed should be

    reviewed in the feasibility report to ensure

    that the best alternative has been selected.

    The SE should participate on the VE study

    team.

    List B-8 Design Quality(paragraph 4.c.3)

    Identify and document all changes to design

    and the resulting impact on schedule and

    E&D budget.

    Develop a list of design criteria and

    assumptions.

    Identify the key components of the job that

    will determine its feasibility.

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    Identify high-cost items with the objective of

    identifying less expensive alternatives

    Develop the project baseline cost estimate

    and project management plan.

    Ensure participation of PE on the VE study

    team.

    Review status of work with design team as

    required.

    Keep PM advised.

    Facilitate resolution of problems between

    disciplines and other organizations.

    Prepare a summary of lessons learned that

    can be used on future projects.

    List B-9 Schedule and Budget(paragraph 4.c.4)

    Develop baseline project cost estimate and

    schedule.

    Develop a list of all milestones through final

    approval of the document by higher

    authority.

    Develop an overall Engineering Division

    schedule from the individual disciplineschedules.

    Monitor the accomplishment of tasks and

    expenditure of dollars.

    Discuss any problems in meeting the

    schedule and budget with the design team,

    followed by a meeting with management.

    List B-10 Interaction With Project Manager

    (paragraph 4.c.6)

    Participate with PM in developing a draft

    LCA.

    Work with PM in identifying the overall

    project objectives, schedule, and budget.

    Participate with PM in meetings with the

    local sponsor.

    Participate in the Issue ResolutionConference along with the design team.

    Participate in the Technical Resolution

    Conferences along with the design team.

    Inform the PM of all contacts with the local

    sponsor by the technical disciplines.

    Invite PM to participate, when appropriate,

    in the engineering review meetings.

    PRECONSTRUCTION ENGINEERING AND DESIGN PHASE

    List B-11 Design Quality

    (paragraph 5.c.3)

    Identify and participate in the VE studies.

    Develop a list of design criteria and

    assumptions.

    Establish the final rights-of-way

    requirements.

    Review status of work with design team as

    required.

    Keep PM advised.

    Facilitate resolution of problems between

    disciplines and other organizations.

    Prepare a summary of lessons learned for

    use in future projects.

    List B-12 Design Quality for P&S(paragraph 5.c.3)

    Key in on the high-cost items with the

    objective of identifying and developing a

    more cost-effective alternative.

    Conduct a field review with Construction

    and Operation Divisions, and others as

    appropriate, during biddability,

    constructibility, and operability review.

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    List B-13 Schedule and Budget(paragraph 5.c.4)

    Develop a list of milestones to include

    intermediate milestones for completion of

    data acquisition, model test, alternatives, and

    VE studies. For P&S, develop a list of allmilestones to reflect in-house review, field

    review, announcement in the Commercial

    Business Daily, wage rates, printing,

    advertising, award, and notice to proceed.

    Monitor the accomplishment of tasks and all

    expenditures.

    Discuss any problem in meeting the schedule

    and budget with the design team, followed

    by a meeting with management.

    Revise budget for engineering duringconstruction as required.

    List B-14 Cost Estimate

    (paragraph 5.c.5)

    Ensure that the cost and design engineers are

    working together in evaluating alternatives

    and in VE studies.

    Identify as many contractors as possible that

    are interested in bidding on the job.

    Clearly define for every discipline exactly

    how quantities and contingencies will be

    developed and documented.

    Identify at the outset the overall construction

    cost objective.

    Schedule each discipline to furnish

    preliminary quantities to determine if a

    viable project exists.

    Identify the features of the job along with

    contingencies that are generating the major

    cost.

    Analyze the items with the large

    contingencies in order to reduce the

    uncertainties and the project cost.

    Continually review the cost estimate as thedesign is developing.

    Make certain final quantities in the proper

    format are furnished on schedule.

    Review final cost, benefits, and

    contingencies.

    List B-15 Interaction With Project Manager(paragraph 5.c.6)

    Participate with the PM in meeting with the

    local sponsor during preparation of P&S.

    Participate with the PM in developing the

    Local Cooperation Agreement.

    CONSTRUCTION PHASE

    List B-16 Design Quality(paragraph 6.c.3)

    Develop and maintain project status records.

    Make certain all disciplines review thecontractor submittals and identify those they

    wish to review.

    Establish points of contact in Construction

    and Engineering Divisions.

    Visit the field with other technical staff

    regularly.

    Coordinate the preparation of design

    considerations and special instructions to the

    field.

    Ensure that information required for the

    O&M manual is furnished by the contractor.

    Ensure that members of the design team

    participate in final inspection.

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    APPENDIX CLIST OF CORPS PROGRAMS,

    COMPUTER-AIDED STRUCTURAL ENGINEERING PROJECT

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