HomeMy WebLinkAbout00- MSE-HKM Professional Services Agreement
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PROFESSIONAL SERVICES AGREEMENT
THIS IS AN AGREEMENT made as of June 5 , 2000, between THE CITY OF
BOZEMAN, a Municipal Corporation, Bozeman, Montana, 59771-0640 (OWNER) and MSE-
HKM, Ine, Bozeman, Montana, 59715, (ENGINEER).
Whereas the accomplishment of the work and services described in this Agreement is essential to
the OWNER'S public works improvement program.
Whereas the OWNER intends to and has selected the ENGINEER to provide necessary and
professional engineering services for the project.
Whereas the ENGINEER represents that it is willing and qualified to perform the professional
engineering services for this project described in this Agreement.
Therefore, in consideration of the foregoing recitals and the mutual covenants and conditions
contained herein, the parties agree as follows:
The conditions and provisions set forth in the attached EXHIBIT is hereby incorporated in and
made part of this Agreement.
ARTICLE 1 - ENGINEERING SERVICES
1.1. A detailed description of the scope of services is attached as Exhibit A. In general the
project components are described as follows:
The CONSULTANT will complete the outlined scope of work required for the
preparation of technical memorandums, engineering studies, and estimates of
probable construction costs for the CITY OF BOZEMAN LYMAN CREEK
RESERVOIR IMPROVEMENT PROJECT. The project in which the
aforementioned services are to be provided include seven (7) basic tasks.
Task I. Review and Compile Background Data
This task is to obtain background information about the project for use in
development and evaluation of rehabilitation alternatives. This task will include
field review of the reservoir and booster station.
Task 2. Lyman Creek Reservoir Rehabilitation Alternatives
This task will develop feasibility level designs and details of selected
alternatives for:
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. Rehabilitation of the concrete slabs
· New cover
. New baffle
. Chlorinationlfl uoridation
. Automation/controls
The design of the alternatives will not be developed to final construction
documents but rather will be at a feasibility level sufficient to establish costs and
viability.
Task 3. Geotechnical Investigation
The purpose of this task is to prepare a Geotechnieal Report presenting findings and
recommendations for the remediation of the slope stability problems on the west side of
the reservoir and assessment of groundwater conditions adjacent to the existing
reservOir.
Task 4. Booster Station Rehabilitation
This task is to evaluate the condition of the mechanical, electrical, and control
systems of the existing booster station and to provide findings and
recommendations for the rehabilitation of the facility.
Task 5. Additional Spring Development
The purpose of this task is a summary discussion of improvements required
(location and type of measuring devices) to evaluate and quantify the efficiency of
the collection gallery.
Task 6. Planning Study
The Planning Study will evaluate the short and long-term viability of the Lyman
facility to serve the City water system. Such variables as projected population
growth, source production, hydraulic modeling, life cycle costs and pumping costs
will be evaluated in determining the best short and long-term use for the resource.
Task 7. Final Report
The Final Report will be the culmination of all the above tasks summarized into a
single final document. This final report will be authored to work in concert with the
Water Facility Plan to act as a planning document for the short and long-term
development of the Lyman Creek Facility.
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1.2. The scope of services under this contract are set forth III this agreement and the
attached EXHIBITS.
ARTICLE 2 - ENGINEER'S RESPONSmILITIES
2.1. ENGINEER shall perform for OWNER professional engineering services in all phases
of the Project to which this Agreement applies as hereinafter provided. These services will
include, but not be limited to, serving as OWNER's professional engineering representative for
the Project, providing professional engineering consultation and advice and furnishing
customary civil and structural engineering services incidental thereto.
2.2. The ENGINEER shall furnish all labor, materials, equipment, supplies, and incidentals
necessary to conduct and complete the ENGINEER'S portions of the Project, unless noted
otherwise in the detailed Scope of Services, and to prepare and deliver to the OWNER all
data, reports, plans, specifications, and recommendations as designated herein.
2.3. The ENGINEER shall ascertain such information as may have a bearing on the work
from local units of government, public, and private organizations and shall be authorized to
procure information from other authorities as to the extent of these contacts and the results
thereof.
2.4. The ENGINEER'S work shall be in accordance with the Standard of Care as defined in
Article 9.6 contained in this Agreement.
2.5. The ENGINEER shall name a Principal-In-Charge for the duration of the project. The
Principal-In-Charge shall be Karen B. Fagg, President.
2.6. The ENGINEER shall name a Project Manager who shall be the liaison between the
ENGINEER and the OWNER. The Project Manager shall be Clint O. Litle, P.E.. The
OWNER may name a Task Director who would be the liaison between the ENGINEER and
the OWNER during the design segment of the Project.
2.7. The ENGINEER shall submit an estimated progress schedule at the beginning of the
work, and monthly progress reports thereafter until the project is completed.
ARTICLE 3 - OWNER'S RESPONSIBILITIES
3.1 The OWNER shall name a Task Director who shall be the liaison between the
ENGINEER and the OWNER during DESIGN segment of the Project. The Task Director
designated shall be Robert Murray, P.E..
3.2 The OWNER shall have the right of review and examination of the ENGINEER'S
work at all times.
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3.3 The OWNER shall make available all records (as-built drawings, construction records,
etc.) indicating the existing configuration of the city utilities.
ARTICLE 4 - BASIC ENGINEERING SERVICES
The ENGINEER shall render Professional Engineering Services as follows:
4.1 ENGINEERING EVALUATION / STUDY PHASE
After written authorization to proceed, ENGINEER shall:
4.1.1 Proceed with Scope of Services provided in Exhibit" A" .
4.1.2. Furnish copies of the Study and Report documents and review them in person
with OWNER.
4.2 FINAL DESIGN
Final design services are not part of the scope of services. An amendment to this agreement
will be negotiated to include these services at the option of the City.
4.3 CONSTRUCTION PHASE
Construction phase services are not part of the scope of services. An amendment to this
agreement will be negotiated to include these services, at the option of the City.
ARTICLE 5 - ADDITIONAL SERVICES
5.1. If OWNER wishes ENGINEER to perform any of the following Additional Services,
OWNER shall so instruct ENGINEER in writing, and ENGINEER shall perform or obtain
from others such services and will be paid therefor as provided in the Agreement:
5.1.1. Legal land surveys performed to obtain data for preparing easements and rights-
of-way descriptions.
5.1.2. Preparation of applications and supporting documents for governmental agencies
in addition to those required under Basic Services; preparation or review of
environmental studies and related services; and assistance in obtaining
environmental approvals.
5.1.3. Services resulting from significant changes in the general scope, extent or
character of the Project or major changes in documentation previously accepted
by OWNER where changes are due to causes beyond ENGINEER's control.
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5.1.4. Providing renderings or models.
5.1.5. Preparing documents for alternate bids requested by OWNER for work not
executed or for out-of-sequence work.
5.1.6. Providing other services not otherwise provided for in the Agreement, including
services normally furnished by the OWNER as elsewhere herein described.
5.1.7. Furnishing the services of independent professional associates or consultants for
other than Basic Services.
5.2. When required by the Contract Documents in circumstances beyond ENGINEER's
control, ENGINEER shall perform or obtain from others any of the following Additional
Services as circumstances require during construction and without waiting for specific
instructions from OWNER, and ENGINEER will be paid therefor as provided in this
Agreement:
5.2.1. Services in connection with work directive changes and change orders to reflect
the changes requested by OWNER if the resulting change in compensation for
Basic Services is not commensurate with the additional services rendered.
5.2.2. Services in making revisions to Drawings and Specifications occasioned by the
OWNER'S acceptance of substitutions proposed by Contractor(s); services after
the award of each contract in evaluating and determining the acceptability of an
unreasonable or excessive number of substitutions proposed by Contractor; and
evaluating an unreasonable or extensive number of claims submitted by
Contractor(s) or others in connection with the work.
5.2.3. Services resulting from significant delays, changes or price increases occurring
as a direct result of materials, equipment or energy shortages.
5.2.4. Additional or extended services during construction made necessary by (1) work
damage by fire or other causes during construction, (2) a significant amount of
defective or neglected work of any Contractor, (3) acceleration of the progress
schedule involving services beyond normal working hours, (4) default by any
Contractor.
ARTICLE 6 - COMPENSATION FOR ENGINEERING SERVICE
6.1 COST PAYMENT FOR BASIC SERVICES OF, EXPENSES OF, AND FIXED FEE
FOR ENGINEER Professional engineering services performed as Basic Engineering Services
under Sections 4.1 through 4.3 shall be compensated in accordance with the following:
6.1.1 Payroll Costs~ The ENGINEER will be reimbursed for the actual payroll costs as
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set forth in Section 7.3, at a 2.63 multiplier for the time such employees are
directly utilized on work necessary to fulfill the terms of this Agreement.
6.1.2 Reimbursable Expenses, The ENGINEER will be reimbursed for actual out-of-
pocket expenses as specified in Section 7.4.
6.1.3 LUMP SUM FEE" The ENGINEER will be paid a lump sum fixed fee of Nine
Thousand Nine Hundred Seventy Three Dollars ($9,973.00), not to exceed that
amount to cover profit.
6.1.4 Total Payment, The total payment to the ENGINEER for the work contemplated
under Sections 4.1 through 4.3 of this Agreement will not exceed Ninety Nine
Thousand Seven Hundred Twenty Nine Dollars ($99,729.00) without prior
approval by the OWNER.
6.1.5 Partial and Final Payments, Partial payments of the foregoing will be made at
monthly intervals as the work progresses, based upon certified invoices received,
compatible with current practices and acceptable to the OWNER. Invoices will be
submitted in triplicate. Payments on the lump sum fixed fee for profit will be based
upon the estimated percentage of work completed.
The OWNER reserves the right to withhold payment of the ENGINEER's final
payment until any and all just claims filed with the OWNER against the Contract
have been settled. Accomplishment of an affidavit on the final claim by the
ENGINEER will constitute full acceptance by the ENGINEER of the total amount
shown as the entire amount due under the Agreement.
6.1.6 Notification. At any time during the project development that it becomes
apparent that the Services rendered under this Agreement will exceed the
negotiated compensation for these services, and prior to performing services in
excess of the contract ceiling, the ENGINEER shall give OWNER written notice
thereof. Promptly thereafter, OWNER and ENGINEER shall review the scope
and progress of the project work. ENGINEER shall obtain written authorization
from OWNER, prior to any additional costs being incurred. If it is determined that
due to a change in project scope under Paragraph 5.1.3, the ENGINEER is
entitled to additional compensation, OWNER and ENGI NEER may negotiate
terms as provided under 6.1. The amount and terms of any additional
compensation shall be negotiated and agreed in writing pursuant to 9.16.
6.1.7 Engineering Cost Estimate, The attached Engineering Cost Estimate, Exhibit "C",
by this reference is hereby made a part of this Agreement.
6.1.8 Inspection and Audit, All books, papers, records, payrolls, vouchers, and invoices
relating to costs and expenditures incurred as to the performance of the services
specified in Sections 4.1 through 4.5 by the ENGINEER or any of its
subcontractors will be made available to the OWNER or the OWNER'S
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authorized representatives, for audit and review, at the ENGINEER'S respective
offices, at all reasonable times during the contract period and for three years from
the date of final payment.
6.1.9 Type of Contract. The ENGINEER agrees that this is a professional services
contract and that the ENGINEER is an independent contractor and not an
employee of the OWNER. It is further understood by the ENGINEER that no
deductions from the payments under this Agreement for federal or state income
tax, FICA (social security), retirement, or other reasons will be withheld by the
OWNER.
ARTICLE 7 - MEANING OF TERMS
7.1 AGREEMENT
As used herein the term "this Agreement" refers to the contents of this document and its
Exhibits attached hereto and referred to as if they were part of one and the same document.
7.2 CONSTRUCTION COSTS
The construction cost of the entire Project (herein referred to as "Construction Cost") means
the total cost to OWNER of those portions of the entire Project designed and specified by
ENGINEER, but it will not include ENGINEER I S compensation and expenses, the cost of
land, rights-of-way, or compensation for or damages to, properties unless this Agreement so
specifies, nor will it include OWNER I S legal, accounting, insurance counseling or auditing
services, or interest and financing charges incurred in connection with the Project or the cost
of other services to be provided by others to OWNER.
7.3 DIRECT LABOR COSTS
Direct Labor Costs used as a basis for payment mean the actual salaries and wages paid to all
ENGINEER's personnel engaged directly on the Project, including, but not limited to,
engineers, architects, surveyors, designers, drafters, specification writers, estimators, other
technical and business personnel; but does not include indirect payroll related costs or fringe
benefits. For the purposes of this Agreement the principals and employees of the ENGINEER
maximum billable Direct Labor Costs are:
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Principals
Project Manager
Senior Engineer
Staff Engineer
Senior Technicians
CADD Drafter
Technicians
Construction Inspector
Two Person Survey Crew
Clerical
$40.00/hour
$30.00 /hour
$30.00/hour
$20.00 /hour
$20.00 /hour
$20.00 /hour
$15.00 /hour
$20.00 /hour
$35.00 /hour
$12.00 /hour
7.4 REIMBURSABLE EXPENSES
Reimbursable Expenses mean the actual expenses incurred by ENGINEER or ENGINEER's
independent professional associates or consultants directly in connection with the Project, such
as expenses for: transportation and subsistence incidental thereto; obtaining bids or proposals
from Contractor(s); subsistence and transportation of Resident Project Representatives and
their assistants; toll telephone calls and telegrams; reproduction of reports, Drawings,
Specifications, Bidding Documents and similar Project-related items; and if authorized in
advance by OWNER, overtime work requiring higher than regular rates. In addition, when
compensation for Basic Services is on the basis of Direct Labor Costs method of payment,
Reimbursable Expenses will also include the amount billed to ENGINEER by special
consultants employed by ENGINEER and authorized by OWNER (other than as an authorized
Additional Services) and will also include expenses incurred for computer time and other
specialized equipment, including an appropriate charge for previously established programs
and expenses of photographic production techniques.
ARTICLE 8 - PAYMENT PROVISIONS
8.1 TIMES OF PAYMENTS. ENGINEER may submit monthly statements for Basic
Services and approved Additional Services rendered and for Reimbursable Expenses incurred;
however, payments shall not exceed ceilings provided in 6.1. Final payment shall be made
only after acceptance of the project by the OWNER. If OWNER disputes the amount of the
billing, OWNER will notify the ENGINEER in writing within ten (10) calendar days of the
receipt of bill of the dispute.
8.2 REQUESTS FOR PAYMENT. Each request for payment shall include a
documentation summary of the period incremental man hours incurred, direct labor rates and
billed rates, detail of reimbursable costs, total period billing, and total cumulative billing.
When requested by OWNER services for distinct project segments shall be accounted and
billed separately.
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8.3 PA YMENT UNDER TERMINATION. In the event of termination by the OWNER
upon the completion of any phase of the Basic Services, progress payments due ENGINEER
for services rendered through such phase shall constitute total payment for such services. In
the event of such termination by OWNER during any phase of the Basic Services, ENGINEER
else will be reimbursed for the charges of pre-approved independent professional associates
and consultants employed by ENGINEER to render Basic Services, and paid for services
rendered during that phase on the basis of the payment provisions of the Agreement. In the
event of any such termination, ENGINEER will be paid for unpaid pre-approved Additional
Services and unpaid Reimbursable Expenses which are authorized under this agreement.
ARTICLE 9 - GENERAL CONSIDERATIONS
9.1 TERMINATION OF AGREEMENT
9.1.1 The obligation to provide further services under this agreement may be
terminated for cause by either party upon 30 days written notice in the event of
substantial failure of the other party to perform in accordance with the terms
hereof through no fault of the terminating party. The sole right is hereby
reserved to the OWNER to terminate the Agreement for its convenience at any
time upon fifteen (15) days written notice to the Engineer.
9.1.2 If termination for default is effected by the OWNER, an equitable adjustment in
the price provided for in this Agreement shall be made, but (1) no amount shall
be allowed for anticipated profit on unperformed services or other work, and (2)
any payment due to the ENGINEER at the time of termination may be adjusted
to cover any additional costs to the OWNER because of the ENGINEER IS
default. If termination for convenience is effected by the OWNER, or
termination for fault is effected by the Engineer, the equitable adjustment shall
include a reasonable profit, as determined by OWNER, for services or other
work performed. The equitable adjustment for any termination shall provide for
payment to the ENGINEER for services rendered and expenses incurred prior to
the termination, in addition to termination settlement costs reasonably incurred
by the ENGINEER relating to commitments which had become firm prior to the
termination.
9.1.3 Upon receipt of a termination action by the OWNER under Paragraph 9.1.2, the
ENGINEER shall (1) promptly discontinue all affected work (unless the notice
directs otherwise), and (2) deliver or otherwise make available to the OWNER
within ten (10) days copies of all data, design drawings, specifications, reports,
estimates, summaries and such other information and materials as may have
been accumulated by the ENGINEER in performing this Agreement, whether
completed or in process.
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9.1.4 In the event this Contract is terminated prior to completion, the original copies
of the ENGINEER'S data, recommendations, plans, specifications, analysis and
other related documents prepared by the ENGINEER prior to said termination
shall be delivered to and become the property of the OWNER.
9.1.5 Upon termination, the OWNER may take over the work and may award another
party an Agreement to complete the work under this Agreement.
9.1.6 OWNER'S right to terminate is in addition to any other remedies OWNER may
have under the law.
9.1.7 Notwithstanding the foregoing, this Agreement will not terminate as a result of
such substantial failure if the party receiving such notice begins, within seven
(7) days of receipt of such notice, to correct its failure to perform and proceeds
diligently to cure such failure within no more the thirty (30) days of receipt
thereof.
9.2 INSPECTION AND AUDIT. All books, papers, records, payrolls, vouchers and
invoices relating to costs and expenditures incurred as to the performance of the services by
the ENGINEER hereunder shall be made available to the OWNER, or their authorized
representatives for audit and review, at the ENGINEER'S respective offices at all reasonable
times during the contract period and for three years from the date of final payment.
9.3 EMPLOYMENT. The ENGINEER warrants that he has not employed or retained any
company or persons, other than a bona fide employee, working solely for the ENGINEER, to
solicit to secure this contract, and that he has not paid or agreed to pay any company or
person, other than bona fide employees working solely for the ENGINEER, any fee,
commission, percentage, brokerage fee, gifts or any other considerations contingent upon or
resulting from the award or making of this Contract. For breach or violation of this warranty,
the OWNER shall have the right to annul the Contract without liability or in its discretion to
deduct from the price or consideration or otherwise recover the full amount of such fee,
commission, percentage, brokerage fee, gift or contingent fee.
All employees of the ENGINEER or other persons while engaged in the performance of work
or services required by the ENGINEER shall be considered employees of the ENGINEER only
and not of the OWNER.
9.4 NONDISCRIMINATION. The ENGINEER will not discriminate on the basis of race,
color, religion, creed, political ideas, sex, age, marital status, national origin or disability in
employment or provision of services. The ENGINEER shall be subject to and comply with
Title VI of the Civil Rights Act of 1964; Section 140, Title 2, United States Code, and all
regulations promulgated thereunder.
9.5 SUBLETTING OR ASSIGNING OF WORK. The ENGINEER shall not sublet or
assign any of the work covered herein without prior written approval of the OWNER.
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9.6 STANDARD OF CARE, The standard of care for all professional engineering and
related services performed or furnished by ENGINEER under this agreement will be the care
and skill ordinarily used by members of ENGINEER's profession practicing under similar
circumstances at the same time and in the same locality. If any such service should be
discovered to be not in conformance with this standard, the ENGINEER shall, at the
OWNER'S request, re-perform the service at its own expense. Engineer shall also, at its own
expense, make such changes, modifications or additions to the project which are made
necessary as a result of the initial nonperformance or the re-performance of services.
9.7 LEGAL RELATIONS. The ENGINEER shall comply with all Federal, State and
Local laws and ordinances applicable to the work to be done.
a. The ENGINEER agrees to release, indemnify and hold harmless OWNER, its
officers, directors, agents and employees from and against any suit, cause of action,
claim, cost, expenses, obligation, and liability of any character, including attorney's
fees, which are brought or asserted for any injury, death, or physical damage to
property received or sustained by any person, persons, property, business or any other
entity, arising out of or resulting from, or in connection with the negligent performance
of the work specified in this agreement.
b. ENGINEER agrees to defend the OWNER, its officers, directors, agents and
employees, should OWNER, its officers, directors, agents or employees be named as a
defendant in any actions concerning the negligent performance of the work herein
described. The obligations of the ENGINEER to release, defend, indemnify and hold
harmless CITY will apply to any suit, cause of action, claim, cost or obligation
including, without limitation, those alleged under the common law or pursuant to a
federal or state statute or regulation such as those arising in tort, trespass, nuisance, and
strict liability.
c. In the event the OWNER is found proportionately responsible, the ENGINEER will
be held responsible for only those damages, costs or liabilities as are attributable to the
ENGINEER'S percent of fault as compared with 100% of the fault giving rise to the
damages. The indemnity required herein shall not be limited by reason of the
specification of any particular insurance coverage in this Agreement.
d,. Should either OWNER or ENGINEER be held responsible for any damages, costs or
liabilities resulting from an intentional act by an officer, director, agent or employee in
connection with the work specified in this agreement, then in that event, that party shall
release, indemnify and hold harmless the other as to any damages, costs or liabilities
that result from or arise out of that intentional act including reasonable attorney's fees
and costs which shall include costs and salary of the city attorney or other in-house
counsel. Further, notwithstanding the obligations set forth in paragraphs a and b above,
the ENGINEER agrees to defend OWNER against all allegations of intentional acts.
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However, should the OWNER be found responsible due to an intentional act by its
officer, director, agent or employee, then in that event OWNER agrees to reimburse
ENGINEER for reasonable attorney's fees and costs incurred in that defense.
e. The ENGINEER shall perform this agreement as an independent contractor, and as
such, is responsible to the OWNER only as to the results to be obtained in the work
herein specified, and to the extent that the work shall be done in accordance with the
terms, plans and specifications. The ENGINEER shall have and maintain complete
control over all of its employees, subcontractors, agents and operations, being
responsible for any required payroll deductions and providing required benefits, such as,
but not limited to, worker's compensation with statutory limits, and unemployment
insurance.
9.8 INSURANCE. The ENGINEER shall secure and furnish to the OWNER certificate of
insurance, therein, naming the OWNER as an additional insured, to include thirty (30) days
notice of cancellation or non-renewal.
Without limiting any of ENGINEER's obligations hereunder, ENGINEER shall secure and
maintain insurance coverage naming the OWNER as additional insured. The insurance shall be
maintained for a minimum of three years after the work described herein is completed and
accepted by the city and with minimum coverage as follows...
Type of Coverage
Limits
Employers' Liability:
$ 100.000 per accident
General Liability:
Bodily Injury & Property
Damage Single and combined
$ 1.000.000 per accident
Automobile:
Bodily Iniury covering all $ 500.000 each person
automobiles, trucks,
tractors, trailers, or $1.000.000 each occurrence
other automotive equipment whether owned or
rented by Engineer or
owned by employees of
Engineer.
Property Damage covering
all automobiles, trucks,
$ 500.000 each occurrence
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tractors, trailers or other
automotive equipment whether
owned or rented by Engineer
or owned by employees of
Engineer
OR
Bodily Injury & Property
Damage Single and combined
$ 500.000 each occurrence
Professional Errors & Omission:
$ 1.000.000 per claim and
aggregate each occurrence
9.9 ENDORSEMENT. The ENGINEER shall place his endorsement on all drawings and
other data furnished by him.
9.10 OWNERSHIP OF DOCUMENTS. All schedules, data, exhibits, recommendations,
design reports, plans, specifications, and other related documents prepared or obtained under
the terms of the Contract are deemed to be the property of the OWNER and shall be delivered
to the OWNER. Such Documents are intended for use by Owner as appropriate for the
specific purpose intended on this project or extensions of this project. Such Documents are not
intended or represented to be suitable for reuse or modification by the OWNER or others on
any other project. Any such reuse or modification by OWNER or others on projects outside
this project will be at the OWNER's sole risk and without liability or legal exposure to
ENGINEER or to ENGINEER's Consultants. OWNER shall indemnify and hold harmless
ENGINEER and ENGINEER's Consultants from all claims, damages, losses and expenses,
including attorney's fees arising out of or resulting therefrom.
9.11 PUBLIC INFORMATION. The ENGINEER shall not issue any statements, releases or
information for public dissemination without prior approval of the OWNER.
9.12 PROPRIETARY RIGHTS. If patentable discoveries or inventions should result from
work required herein, all rights accruing from such discoveries or inventions shall be joint
property of the ENGINEER and the OWNER. Provided that the OWNER, state agencies or
political subdivisions and the United States Government shall have the irrevocable,
nonexclusive, nontransferable and royalty-free license to use each invention in the
manufacture, use and disposition, according to law, of any article or material, and in the use
of any method that may be developed as part of the work described and contemplated herein.
9.13 INTENTIONAL LEFT BLANK
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9.14 SUCCESSORS IN INTEREST. The covenants, agreements and all statements in this
Contract apply to and shall be binding on the heirs, personal representatives, successors and
assigns of the respective parties.
9.15 ATTORNEY'S FEES AND COSTS. That in the event it becomes necessary for either
Party of this Contract to retain an attorney to enforce any of the terms or conditions of this
Contract or to give any notice required herein, then the prevailing Party or the Party giving
notice shall be entitled to reasonable attorney's fees and costs, including fees, salary, and costs
of in-house counsel to include City Attorney.
9.16 MODIFICATIONS AND AMENDMENTS. That any amendment or modification of
this Contract or any provisions herein shall be made in writing or executed in the same manner
as this original document and shall after execution become a part of this Contract.
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IN WITNESS WHEREOF, THE PARTIES HERETO DO MAKE AND EXECUTE THIS
AGREEMENT.
CITY OF BOZEMAN, MONTANA
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BY:
(City Manager)
DATE:
Co \ l(.))\ZC::Cc.-~)
DATE:
:~~~~
(Clerk of Commission)
BY:
APPROVED A
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EXHffiIT A
TO AGREEMENT BETWEEN OWNER AND
ENGINEER FOR PROFESSIONAL SERVICES
A DETAILED SCOPE OF SERVICES
This Exhibit is attached to, made a part of and incorporated by reference with the Agreement made
on , 2000, between CITY OF BOZEMAN (OWNER) and MSE-HKM
(ENGINEER) providing for professional engineering services.
1.1 Lyman Creek Reservoir Improvements Project
The CONSULTANT will complete the outlined scope of work required for the preparation of
technical memorandums, engineering studies, estimates of probable construction cost for the CITY
OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT.
The Lyman Creek Reservoir project shall include eight (8) basic tasks:
Task 1. Review and Comoile Backeround Data
Purpose:
The purpose of this task is to obtain background information about the project for use in
development and evaluation ofrehabilitation alternatives. This task will include review of City
records and field review of the reservoir, booster station and spring site.
Procedure:
A. Review City Records
City Staffwill complete record search and review. The City will provide copies of all plans
specification to the Engineer at no cost. Selected relevant information will be copied and tabulated
for use throughout the project and for future studies.
E:\Div. 04\4M229.135\Lyman Scope 1-28-oo.doc
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B. Reservoir Condition Assessment
To facilitate a visual examination of the concrete reservoir bottom and sides, the existing floating
cover is to be removed and disposed off site. Engineer will be responsible to hire contractors to
remove the existing fence along the south side of the reservoir to allow access for removal of the
cover. The fence will be replaced in kind at the completion of the site investigation. Engineer will
contract for removal of the existing cover. This will require hiring Liquid Engineers of Billings for
diving services to cut the cover around the perimeter and at the interior baffle. Once the cover is cut
free, it will be pulled off the reservoir and cut into pieces. The cover will be hauled to the City
landfill. Removal and disposal of the cover will be by a local contractor hired by the Engineer.
Because of weather concerns and the amount of time necessary to complete this work, the Engineer
agrees to expedite the on-site portion of the work and complete it by early November, 1999. The
City agrees to wave all landfill costs for the disposal of the cover materials and associated
appurtenances.
City forces will drain the reservoir allowing a visual examination of the concrete surfaces. Engineer
will document the condition of the basin by measuring and documenting cracks, leaks and other
problems. Documentation will consist of video taping, still photographs, and surveys. The basin
will be sounded using hammers and weights attempting to determine ifvoids are present under the
concrete slabs. A map will be prepared identifying the location of cracks, leaks, voids and other
problems.
C. Booster Station Condition Assessment
Engineers will conduct an inspection of the existing booster station facility to determine the
hydraulic capacity of the pumps, the suitability and condition of the pump control system, and the
physical condition of the booster station building. The hydraulic condition of the pumps will be
evaluated by relying on existing pump curves a pump test will not be performed. A mechanical
inspection of the pump interior, impeller condition, and shaft and casing condition is not included in
the scope.
As the pump station has been out of service for a number of years, it will be necessary to activate
the system to determine which system components are not functioning properly. It is assumed that
the City personnel will assist in activating the system. Based on the results of operational tests,
recommendations will be made for system repair. Subsequently, documents will be produced
describing the hardware and wiring necessary to repair system. These will be in the form of
04/2 7/00 Cll 2 :25 PM
, ,
. ,
detailed schematics and specification of materials necessary to implement repairs and upgrades.
Products:
Technical memorandums will be provided to the City identifying the results of the condition
assessment of each of the elements identified above. Each memorandum will describe the
investigation performed and the findings. Maps of the reservoir basin will be developed to show the
cracks and other problems found. These memorandums and maps will be used as the basis of the
following evaluation and formulation of repair alternatives.
Task 2 Reservoir Rehabilitation Alternatives
Purpose:
The purpose of this task is to develop feasibility level designs and details of selected alternatives for:
. Rehabilitation of the concrete slabs
. New cover
. New baffle
. Chlorination/fluoridation
. Automation/controls
The design of the alternatives will not be developed to final construction documents but rather will
be at a feasibility level sufficient to establish costs and viability.
Procedure:
Repairs to the concrete, the new cover and the new baffle will be developed concurrently because
they are inter-related. Each alternative will effect the viability and expense of the other components.
Types of repairs that will be considered for the concrete will include: surface applied caulking,
cementious patching compounds, crack injection sealant, and lining of the reservoir with a
membrane. Cover alternative to be considered will consist of hard roofs (clear span or multiple
span), and soft membrane covers (floating or suspended). Hard roofs that will be considered will
consist of steel supported structures with various roofing materials (i.e. standing seam metal roofs,
shingles, etc.). Concrete supported roofs precast and cast-in-place will also be considered. Wood
supported roofs will not be considered due to the humid environment and short life expectancy.
Baffles will either be flexible membranes supported on the roof structure or floating cover, or rigid
concrete walls.
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Relocation of the existing reservoir will not be investigated.
The chlorination and fluoridation feed and control system will be evaluated. Optimal feed points
for chemical addition and for measuring chemical residual will be evaluated.
Quantity and cost estimates will be prepared for selected alternatives. The cost analysis developed
will include both short-term repair estimates and life cycle cost estimates for a 50-year design life.
Product:
A technical memorandum with conceptual descriptions, details and drawing for each alternative will
be prepared. Included will be finding, recommendations and opinion of cost for each alternative.
The technical memorandum will be provided to the City for review and comment.
Task 3 Geotechnical Tnvestieation
Purpose:
A geotechnical investigation will be performed to address the following concerns:
1. Stability of existing embankment fills;
2. Assessment of groundwater conditions adjacent to the existing reservoir.
Procedure:
1. Stability of Existing Embankment
The stability of the existing embankment will be assessed by excavation ofa minimum of three
backhoe test pits within the existing embankment. Soil and groundwater conditions will be
assessed and logs of the backhoe test pits will be recorded during the excavation. Soil samples will
be taken as necessary for engineering testing. An analysis will be conducted to determine the
stability of the embankment and remedial alternatives, if deemed necessary, will be presented with
associated cost estimates.
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I '
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2. Assessment of groundwater conditions adiacent to the existing reservoir.
During draining and inspection of the reservoir this fall, it was noted that groundwater was entering
through cracks in the concrete liner of the reservoir basin. It is not certain if this water is associated
with a groundwater mound, formed by leakage water, or if this is natural groundwater. It would be
beneficial to define which mechanism governs in order to determine ifhydrostatic pressure will be
present on the exterior of the concrete lining during times the reservoir is drained. This would also
be beneficial to determine if dewatering will be required during construction. A record review will
be conducted to see if groundwater conditions were documented in the past. If groundwater
information is not available, MSE-HKM proposes installing three monitor wells located outside the
influence zone of a groundwater mound. The wells would be located up-gradient of the reservoir.
The groundwater elevations in these wells would be compared to groundwater elevations ofwells
installed in the exploration borings directly adjacent to the structure (Item 2 above).
Products:
Technical memorandums will be provided to the City identifying the results of the geotechnical
investigation with applicable recommendations for the various repair alternatives.
Task 4 Booster Station Rehabilitation
Purpose:
The purpose of this task is to:
A. Estimate improvements and costs associated with upgrading the booster station to meet
the pumping requirements identified in the water system model developed in Task 6.
B. Present options and estimated costs for three levels of control system improvements.
Procedure:
The water system model will be updated to include system changes made since the Water Facility
Plan was completed. The future water system demands for the North side pressure zone will be
evaluated based on the land use zoning, population density per zoning area, and water use as
identified in the Water Facility Plan. Based on the results of the water system model,
recommendations will be made on the operational strategy for the booster station. Changes in pump
sizes and/or piping configurations, if required, will be identified.
Three options will be evaluated for the pump station controls. A cost estimate for each option will
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.
. .
be developed. The options include:
Option A: Repair and Minor Upgrade to Existing System
The work description discussed in this option will entail the upgrade of the existing booster
station electrical system and restoration of the control system to a functioning state as currently
designed.
The work would proceed as follows:
. Recommendations will be made for upgrading existing electrical service and motor
starters to current UL and other safety standards. System will be designed to
accommodate any present or anticipated future changes to pumping capacity.
. Ifrecord drawings are not available describing the current electrical and control systems,
a recommendation will be made as to the utility of documenting the existing system and
creating such drawings. If only minor changes to the system are recommended, it may
be more appropriate to create partial documentation of the system in so far as required to
clearly describe the necessary changes.
. Changes required to accommodate concurrent system upgrades identified in the system
modeling will be incorporated. These will be in the form of detailed schematics and
specification of materials necessary to implement repairs and upgrades.
Option B: Modernize Existing Automation and Control System
In addition to addressing the items listed in Option A, the existing pump control system
would be replaced with a modern PLC (programmable Logic Controller) based control system.
The work would proceed as follows:
. A detailed written description of the automation and control sequence will be developed.
The required existing automation, manual control, and alarm capabilities will be
maintained. Existing meehanical pressure monitoring will be replaced with electronic
pressure sensors and meters. Additional instrumentation, equipment or control
requirements resulting from concurrent mechanical upgrades will be incorporated into
the written description.
. With the hardware and control requirements defined and agreed upon, cost estimates
will be developed to construct and/or install the required control components.
Option C: Incorporate Automation and Control System into SCADA system
Under this option, the modernization of the control system discussed in Option B will be
implemented with the addition of SCADA capabilities. Capability for remote system monitoring,
control, and data logging will be provided. The work would proceed as follows:
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. A recommendation for data communication from the booster station to one or more
remote locations will be recommended. This will likely be the same communications
scheme as recommended for the reservoir.
. A written description will be developed defining a computer based graphical interface
for remote monitoring and control of the booster station. This would include graphical
user screens for viewing real time and trended system data such as suction and discharge
pressures, remote control of pump operation, and monitoring and reporting of alarm
conditions.
. Adjustments to the system design outlined under Option B would be made to
accommodate the remote monitoring capability.
Product:
A technical memorandum will be written that addresses a control strategy for optimizing the water
from the Lyman Creek Reservoir. Modifications to the booster station and/or distribution system
will be identified. Cost estimates will be developed for the required improvements. Cost estimates
will also be developed for three different levels of control capabilities.
Task 5 Additional Sprine: Development
Purpose:
The purpose of this task is a summary discussion of improvements required (location and type of
measuring devices) to evaluate and quantify the efficiency of the collection gallery.
Product:
A technical memorandum will be provided to the City identifying the proposed loeation and type of
measuring device to evaluate the efficiency of the collection gallery.
Task 6 Plannine: Study
Purpose:
The Planning Study will evaluate the short and long-term viability of the Lyman facility to serve the
City water system. Such variables as projected population growth, source production, hydraulic
modeling, life cycle costs and pumping costs will be evaluated in determining the best short and
long-term use for the resource.
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Procedure:
A Review City Master Planning Documents and Actual Land Use
City master planning and zoning documents will be reviewed to refresh / enhance our understanding
of the existing zoning and planned growth within the service zone of the Lyman Creek facility. In
addition to the planned uses, the actual and proposed (current applications) land uses will also be
inventoried.
B. Review Water Facility Plan
The Water Facility Plan prepared by MSE-HKM in 1997 will be reviewed to verify / check
assumptions made at that time for growth and land use in the north service zone. Modifications to
the City water system since the completion of the Water Facility Plan will also be inventoried.
C. Review and Analvze Up-Dated Water Modeling
Based Items "A & B" above the computer water modeling completed in conjunction with Water
Facility Plan will be reviewed and updated. Hydraulic analyses will be run to determine:
. Current Use
. Continual Pumping to South Zone
. Back-up Flow to South Zone
. Fire Flow to South Zone
. Future Use; 20 and 50 Year Planning Windows
D. Formulate Short and Long-Term Planning Strategies
Based on Items A, B, and C above, short and long-term planning strategies will be developed to
maximize the use of the Lyman Creek water source. The strategies will supply findings,
recommendations and engineers' opinion of costs for the implementation of the improvements.
Products:
A technical memorandum will be provided to the City presenting the findings, recommendations
and strategies for the short and long-term utilization of the Lyman Creek Facility. The
memorandum will include engineer's opinion of cost for proposed improvements, hydraulic
modeling results, updated computer of City water system and mapping presenting findings and
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9
improvement locations.
Task 7 Final Report
Purpose:
The Final Report will be the culmination of all the above tasks summarized into a single final
document. This final report will be authored to work in concert with the Water Facility Plan to act
as a planning document for the short and long-term development ofthe Lyman Creek Facility.
Procedure:
A. Review Technical Memorandums for Tasks 1 - 5
The technical memorandums from Tasks 1 - 5 will be reviewed for incorporation into the final
report.
B. Review City Comments on Technical Memorandums
The City comments from the technical memorandums will be reviewed for inclusion in the final
report.
C. Prepare and Submit Final Report
A draft final report will then be compiled and formatted containing the findings, recommendations,
planning strategies, and engineer's estimates. The draft final report will be submitted to the City for
their review and comment. Based on these comments, the report will be finalized and submitted to
the City.
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10
Products:
A final report will be provided to the City presenting the combined findings, recommendations,
strategies, modeling and engineer's estimates for the utilization of the Lyman Creek Facility. The
document will be formatted to be a companion document to Water Facility Plan for the long-term
development of the Bozeman water system.
04/27/00 @2:25 PM
EXHIBIT B
TO AGREEMENT BETWEEN OWNER AND
ENGINEER FOR PROFESSIONAL SERVICES
A SUMMARY OF ANTICIPATED EXPENSE
This Exhibit is attached to, made a part of and incorporated by reference with the Agreement
made on ,2000, between CITY OF BOZEMAN (OWNER) and MSE~
HKM (ENGINEER) providing for professional engineering services.
1.1 Personnel and Equipment Charges
1.1.1 - Mileage: $0.450 / Mile
1.1.2 -- Per diem: $30.00 / Day (Non-Bozeman Office Employees Only)
1.1.3 -- Lodging: $50.00 / Day (Non-Bozeman Office Employees Only)
1.2 Material Testing Unit Pricing
1.2.1 - Material testing shall be per attached Exhibit E.
.'"
MSE-HKM, INC.
ENGINEERING
_l YMAN CREEK RESERVOIR REHABllIT AION
LABOR HOURS AND COSTS
- 4M229 135
Principal Project Senior Staff Senior Two Man Support! TOTAL Lodging SuppHes, Outside TOTAL
Manaaer P rotessional Professional Technician SeNey Crew Clerical LABOR and Copies, ConsunJ TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs @ Tolal Hrs@ Total Hrs @ Total Hrs @ Total Hrs @ Total Hrs @ Total Total Travel Per Postage. Lab Equip EXPENSES AND
$100 Cost $75 Cost $75 Cost $55 Cost $55 Cost $85 Cost $35 Cost Hours Cost Diem Etc. Rental EXPENSES
Task 1 Review and Compile Background Data 22 2200 24 1800 37 2775 8 440 8 440 14 1190 11 385 122 9230 140 15 170 25213.83- 25538.83- 34768.83-
Task 2 Reservoir Rel1abilitation Altematives 14 1400 2 150 85 6375 114 6270 49 2695 9 315 273 17205 2500 2500 19705
Task 3 Geotechnical Investigation See sepale worllsheet 15200
Task 4 Booster Station Rehabilitation 5 500 117 8775 6 330 6 210 134 9815 2500 2500 12315
Task 5 Additional spring deveiopment 8 600 600 600
Task 6 Planning Study 92 6900 24 840 116 7740 80 80 7820
Task 7 Final Report 8 800 46 3450 26 1950 8 440 48 1680 136 8320 1000 1000 9320
Task 8 Sourdough Reservoir (Deleted)
. TOTAL 49 $4,900 164 $12,300 273 S20,475 122 $6.710 71 $3,905 14 $1,190 98 $3,430 781 $52,910 $140 $15 $1.250 $30,214 $31,619 $99,729
felDA T A\OO\Ml491 OOlyman Budget
1/28100
I"
Task 1 Review and Compile Background Data
4M229.135
Principal Project Senior Staff Senior Two Man Support! TOTAL lodging Supplies, OutsOde TOTAL
Manooer Professional ProfessOonal Technician SUlVev Crew Clerical LABOR and Copies, Coo suit.! TOTAL LABOR
DESCRIPTION Hrs@ Total Hrs@ Total Hrs@ Total Hrs @ Total H,s @ Total Hrs@ Total H,s @ Total Total Travel Per Postage, Lab Equip EXPENSES AND
$100 Cost $75 Cost $75 Cost $55 Cost $55 Cost SS5 Cost $35 Cost Hours Cost Diem Etc. Rental EXPENSES
Review City Records
ReseNO<' Condition
Fence removal $2.736 $2,736 $2,736
Uquid Engir>eers $10.841 $10,841 $10,841
CK May $9,137 S9,137 $9,137
Construction Coordination 12 S900 $900 $900
CorxJition Assessmen 12 $1.200 7 $525 8 $440 8 $440 14 $1,190 49 $3,795 $140 $120 $260 $4,055
Geotechnical 4 $300 4 $300 $300
CoIltrols $1,500 $1.500 $1,500
Booster Station
pum P test & set-up
control review wrth COil'ee 9 $675 10 $675 $1.000 S1,000 $1,675
bu,ding assessment 5 $375 14 $375 $15 $15 $390
Spring Assessment
Draft Memorandum 10 $1,000 12 $900 12 $900 11 $385 45 $3,185 $50 $50 $3,235
TOTAL 22 $2,200 24 $1,800 37 $2,775 8 $440 8 $440 14 $1,190 11 $385 122 $9,230 $140 $15 $170 $25,214 $25,539 S34,769
"-
F:\DA T AIC8\M087 t 5 M-drT'ln\L ~man Bu O;e t
','2-8..-00
Task 2 Reserve Ir RehabilitaUen A1lernaUves 1
4M229.13-5
Principal Project Senior Staff Senior Suppor'J TOTAL Lodging Supplies, Outside TOTAL
Man_r Professional Professional Technician Technic Ian Oerical LABOR and Copies, Consult! TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs @ Total Hrs@ Total Hrs @ Total Hrs @ Total Hrs @ Total Hrs @ Total Total Travel Per Postage , Lab Equip EXPENSES AND
$100 Cost $75 Cost $75 Cost $55 Cost $55 Cost $85 Cost $35 Cost Hours Cost Diem Etc. Renlal EXPENSES
Concrete 4 $400 16 $1,200 36 $1,980 12 $680 2 $70 70 S4,31l $4,310
Cover 4 $400 12 $900 60 $3,300 16 $880 2 $70 94 $5,550 $5,550
Bailie 2 $200 8 S600 16 $880 4 $220 1 $3-5 31 $1,93-5 $1,935
Ch lorinatioollluoride~on (Ray)
general arrangment options 14 $1,050 9 $495 23 $1,545 $1,545
meteringioonnol system ooordlM~on 18 $1,350 18 $\,350 $1,:J.5.0
cost estitmale 01 imprO\/ement' 9 $675 9 $675 $675
Automation/controls (Coneer) $2,500 $2,500 52,500
Relocation
Prepare T echnicaJ Memorandun 4 $400 2 $150 8 $600 2 $110 8 $440 4 $140 28 $1,840 $1,840
-
TOTAL 14 $1,400 2 $150 85 $6,375 114 $6.270 49 $2, w.; 9 $315 273 $17,205 $2,500 $2,500 $19,705
.
F~\DATA\OS\M 14g.10&Lyrr.an Budget
1,2a-OO
Task 3 Geotech n icalln\li!stigation
4M229,135
Pri nc ipal P roj ect Senior Staff Senior Support/ TOTAL Lodging S upp Ii es, Outside TOTAL
Manager Professional P rolessional TecmiciM T echniciM Cle rica! LABOR and Copies, Con sui tJ TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Total TotaJ Travel Per Postag e, Lab Equip EXPENSES AND
$100 Cost $75 Cost $75 Cost $55 Cost $55 Cost $85 Cost $35 Cost Hours Cost Diem Etc, Rental EXPENSES
Geotechnical $15,200
TOTAL $15,200
.'
F:\OATA\09'J>1149100\Lyman B"dget
1/28100
Task 4 Booster S laUon Rehabililation I
4M229.135
Principal Project Senior StaN Senior Support' TOTAL Lodging Suppll<!s, Outside TOTAL
Manager ProfessionaJ Prolessiooal Technician Technician Clerical LABOR and CopfeS, Consult! TOTAL LABOR
DESCRIPTION Hrs@ Tolal Hrs@ Tolal Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs @ Total Total Travel Per Postage. lab Equip EXPENSES AND
$100 Cost $75 Cost $75 Cost $55 Cost $SS Cost $85 Cost $35 Cost Hours Cost Diem Etc. Rental EXPENSES
Update model
add system modifications 6 $450 6 $330 12 $780 $780
update lIows lor North Zone 12 $WO 12 $000 $000
run model scenarios 36 $2,700 36 $2.700 $2,700
Develop GA drawings lor pum P sta500
Controls I Electrical $2,500 $2,500 $2,500
Develop control options 2 $200 12 $900 14 $1,100 51,100
Cost estimates
capilal costs 2 $200 9 $675 11 $875 5875
Lile cycle costs 1 $100 18 $1,350 19 $1 ,450 $1,450
Prepare Tech. Me me 24 $1,800 6 $210 30 $2,010 $2,010
TOTAL 5 $500 117 $8,n5 6 $330 6 $210 134 $9,815 52.500 $2,500 S 12,315
F:\DA T A't09\M 1 4g.~ 06\Lyma~ Budget
11'2&DJ
.
..
Task 5 Addillonalsprlng development I
41.1229.135
Principal PrQject Senior Staff Senior Supportl TOTAL Lodging Supplies, Outs ide TOTAL
Manaoer Professional Professional Technician T echn;cian Ciarical LABOR and Copies, Consultl TOTAL LABOR
DESCRIPTION H,. @ Total H,. @ Total H..@ Total H,. @ Tolai H,. @ Total lirs@ Total Hrs@ Total Tolai Travel Per Postage, Lai> Equip EXPE NS ES AND
$100 Cost $75 Cost $75 Cost $55 Cost $55 Cost $85 Cost $35 Cost Hours Cost Diem Etc. Renlai EXPENSES
Review and Compile Data
Evaluate testing methods &. associal&d costs
Analize results of testing program
Feasibli tv Level designs/cost asomates 10<
additional collec1ion systems
R&pOrt 8 $600 S600 $000
TOTAL 8 $600 $600 S600
.'
F ;\OA T A',OQIJ.( 1 4901 06',Lyman Budg~
1,1s.-'OC,
. .
.
Tosll; 6 Planning Study I
4M229.135
Principal Pro jecl SenIOr Staff Senior Su pporV TOTAL Lodging SUppli€s. Oulsicls TOTAL
Manaaer Professional Professional Technician T echn;aan ClericaJ LABOR and Copies. ConstJll TOTAL LABOR
DESCRIPTION HrsO Total HrsO Total HrsO TalaI Hrs 0 Total Hrs@ TOlal Hrs C Total HrsO Tota Total Travel Par Poslage, Lab EqUip EXPENSES AND
5100 Cost 575 Cost 575 Cost 555 Cost S55 Cost S85 Cost S35 Cost Hours Cost Diem Etc. RanIa EXP ENS E5
Review C~ Master Planning OocIJmenls and AcIuaI Land Use 10 $750 10 57St S75(
Raviaw Waler Faciily Plan 10 S750 10 $7St S751
Review and AMIyze Up-Dated Waler MocIsling 12 $900 12 $9OC $9Q(
Forroo late Short and long-Term P!anrling SCralegjes 24 $1.800 24 51,800 51,80(
Draft Aepen 24 51.800 12 5420 3S 52,220 $40 540 $2,250
Final Report 12 S900 12 5420 24 51,320 $40 540 51,360
TOTAL 92 $6,900 24 $840 116 $7,740 S80 SilO $7,820
F:'tOA T A\()g.M 14.9to6\Lyman audg.et
1.'2"&00
~lSE-HI:\.M Ine.' , .
Bozeman, Montana
~ Geotechnical Budl!et Worksheet and Cost Anahsis
CIient:City of Bozeman 28-Ian-00
Project Name:Lyman Creek Reservoir Task l-Geotechnical InvestgationIMonitor Well Installation
Project No: BD-4
Total Depth(ave) Total
Boring (Feet) Footage
Boring Program:
Geotechnical Borings 3 35.0 105
Monitor wells 3 30.0 90
Backhoe Test Pits 3 15.0 45
Totals 9 240
Proposed Hours/Units
Field Lab Engr & Unit Total
Work Work Reports Total Rate Cost
Proposed Proiect Labor
Principal Engineer 0.0 0.0 0.0 100.00 $0.00
Project Manager Engineer 0.0 4.0 4.0 80.00 $320.00
Senior Professional 30.0 35.0 65.0 68.00 $4,420.00
Staff Professional 0.0 0.0 0.0 62.00 $0.00
Senior Technician 8.0 0.0 8.0 55.00 $440.00
Technician 0.0 20.0 20.0 38.00 $760.00
Support & Clerical 0.0 25.0 25.0 28.00 $700.00
Survey Crew 0.0 0.0 0.0 85.00 $0.00
Other 0.0 0.0 0.0 25.00 $0.00
Subtotal Labor: 122.0 $6,640.00
Direct Expense Costs
Travel 0.00 0.00 0.50 $0.00
Per Diem 0.00 0.00 75.00 $0.00
PhonelFax 0.00 0.00 $0.00
Materials, Supplies, Postage & Frt 0.00 0.00 $0.00
Computer Costs
PCIWP 0.00 0.00 10.00 $0.00
CAD 0.00 0.00 12.00 $0.00
Subtotal Direct Expenses $CJ.OO
Laboratorv Costs
Liquid-Plastic Limit 0.0 0.00 50.00 $0.00
Sieve Analysis-3" Through No.200 0.0 0.00 55.00 $0.00
Percent Passing No. 200 Sieve only 0.0 0.00 36.00 $0.00
Moisture-Density Test 0.0
ASTM 1)-698 0.0 0.00 100.00 $0.00
ASTM D-1557 0.0 0.00 105.00 $0.00
Moisture Content 0.0 0.00 10.00 $0.00
Density and Moisture Content 0.0 0.00 25.00 $0.00
Swell-Consolidation 0.0 0.00 125.00 $0.00
Unconfined Compression 0.0 0.00 80.00 $0.00
Direct Shear 0.0 0.00 150.00 $0.00
Permeability 0.0 0.00 145.00 $0.00
R-Value 0.0 0.00 275.00 $0.00
CDR 0.0 0.00 275.00 $0.00
Water Soluble Sulfate Content 0.0 0.00 30.00 $0.00
pH 0.0 0.00 20.00 $0.00
Resisti vity 0.0 0.00 30.00 $0.00
Other: 0.0 0.00 35.00 $0.00
Subtotal Lab Costs: $0.00
F:lDATA\OO\FORMS\Lyman Creek Geotechnical Cost(Revised) 1/28/00
J.
, T olal {nteI"nal, C()sts
, '
Field
Work
Lab
Work
External Reimbursable Expense
Backhoe
GT DrillinglHour
MW Installation DrillinglHour
Drilling MobilizationfMile
Per Diem
Hole Patch Materials
Monitor well Materialslft
Dozer cost (drill pad construction )/hour
Total External Costs:
Proiect Total
Budl!etJCost Analvses:
Per Boring Cost:
Per Foot Cost:
A verage Labor CostIHour:
1691.444444
63.42916667
54.42622951
$ 11.063.00 0.727
$0.00 0.000
$ 4,160.00 0.273
12.0
0.45
Field Costs:
Laboratory Costs:
Engineering & Report Costs:
Drilling FootagelHour:
BoringlHour:
Equivalent Labor Hours:
F:IDATAlOOIFORMS\Lyman Creek Geotechnical Cos~R""ised)
Proposed HourslUnits
Engr &
Reports Total
8.0
20.0
14.0
454.0
3.0
185.0
n.o
Unit
Rate
80.00
160.nO
160.00
2.00
100.00
7.00
IOn.no
, I
Total
Cost
$640.00
$3,200.00
$2,240.00
$908.00
$300.00
$1,295.00
$0.00
$8,583.00
$15,223.00
1/2e100
. '
, I
Hoiness LaBar Insurance, Inc.
2323 Second Avenue North, P.O. Box 30638, Billings, MT
406-238-1900 * FAX 406~245-9887
59107-0638
f f I)
. .
SagiFAX Cover Sheet
FAX TO:
Clint Litle
City of Bozeman
17005861730,65
FAX FROM:
Amy Faucher
Hoiness LaBar Insurance, Inc.
406-238-1900 I FAX 406-245-9887
FAX DATE: April 28( 2000
FAX TIME: 10 : 39 am NUMBER OF PAGES (INCLUDING COVER): 3
COMMENTS:
Please see attached Certificate of Insurance.
PRODUCER
Hoiness LaBar Insurance,
2323 Second Avenue North
P.O. Box 30638
Billings, NT 59107-0638
Inc.
,
C'A TE 1M M/D D/YY]
04/28/00
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER, THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
AQQBDr 'CERTIFiCATE OF LfASIlJTY 'INSURANCE
'NSURED
NSE - HKM, Inc.
POBox 31318
Billings, NT 59107
INSURERS AFFORDING COVERAGE
'\Sv=,,"'A United States Fidelity & Guaranty
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COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HI'-'vE BEEN ISSUED TO THE INSURED NI'-"""ED !-SO'/E FOR THE POLICY PERIOD INDICI'-.TED NOWJITHST!-NDING
;'-NY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAJN, THE INSURANCE I'-fFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO i-lL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MI'-Y HI'-,VE BEEN REDUCED BYPI'-JD CLJ.JMS
'~{:T TYPEOF NSURANCE POLICYNUMBER
A iGENERALL,AHTY IBFS00000313582
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Re: Operations of the above insured
certificate holder is an additional insured
CERTIFICATE HOLDER
, ADDTONAL INSURED: ,NSUREA LETTER:
CANCELLATlml
City of Bozeman
P.O. Box 640
Bozeman, MT 59771
SHOU LD ANYOF TH EA80VS DESCA 8 ED PO L'CI ES 8 EGANC~L LEO 8 EFORE TH S EXPRA lON
DATETH~REOF, THE SOU NG INSURER Vi LL ENDEAVOR TO MA L3..0...- DAYSWR,TTEN
NOT CETOTHE CERT F GATE ~IOLDERNAMEDTOTH~ L~FT, BUTFA,LURE TO DOSOSHALL
MPOS E NO '-'8 L GAT ON OR LASI UTY OF ANYK'ND UPON TH E :NSU RER,'TS AG EN TS OR
REPRESENTATVES,
A~THOR lED REPRESENTATVE
ACORD25-S(7j97)l of 2
#S10390/a1775
AF1
8 ACORD CORPORATION 1988
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. .
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policylies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holcler In lieu of SUdl endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this ceniflcate does not confer rights to the certificate
holder in lieu of such endorsemen1l.s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form cloes not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 25-S(7;'97l 2 of 2 #Sl0390/N1775
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Montana International Insurance
P.O. Box 3089
Butte, MT 59702
Fax Cover Sheet
---
Date: '1-:;'P-u"
To: (} /:..-- /' .l ,- ,-'j. <:
Phone:
Fax: /-70<' - 5j'~ -/730
/175 E~ N;< m 1~:,v<
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From: SA.41t. ,,__
Phone: 406-494.8000
Fax: 406.494.7641
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~ LEFT.M ;AiLURE TO MAlL SUCH NOTlCE SHALL IMPOSe NO OBUQATlOH OR
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CITY OF BOZEMAN
P.O. BOX 640'
BOZEMAN, MT. 59771
. 1\ -i \ ,
Amendment No.1
For
Lyman Creek
Reservoir Improvements
Prepared For:
City of Bozeman
P.O. Box 1230
20 East Olive
Bozeman, MT 59771
Prepared By:
601 Nildes Drive, Suite 2
Bozeman, MT 59715
May 14,2001
J. Ii,
, '
Lyman Creek Reservoir Improvements
Amendment No.1
TABLE OF CONTENTS
~ Amendment No.1 to Professional Services Agreement
Exhibits
~ Exhibit A - Engineer's Status During Construction
);> Exhibit B - Listing of Duties, Responsibilities, and Limitations of
of Authority of the Resident Project Representative
);> Exhibit C - Summary of Anticipated Expense
~ Exhibit D - Materials Testing Fee Schedule
~ Exhibit E - Labor Hours and Cost
~ Exhibit F - Detailed Scope of Services
~ Project Schedule
. ~
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AMENDMENT No.1 to PROFESSIONAL SERVICES AGREEMENT
CTIY OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT
THIS AGREEMENT is made as of this 11th day of June . 2001 between THE
CITY OF BOZEMAN, a Municipal Corporation, Bozeman, Montana, herein referred to as
OWNER and HKM Engineering, Inc., formerly MSE.HKM Inc., an Engineering Consulting
Finn of Bozeman, Montana, herein referred to as ENGINEER.
WHEREAS the parties have entered into a Professional Services Agreement dated June 5, 2000,
herein referred to as Original Agreement for professional engineering services for the Lyman Creek
Reservoir Improvement Project; and
WHEREAS, the parties desire to amend the provisions of the Original Agreement by adding to the
original scope of services for the ENGINEER to provide design services, assist with bidding,
provide construction management, and other miscellaneous tasks associated with the project.
NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS CONTAINED
HEREIN, the parties agree to amend the original contract as follows:
ARTICLE 1 - ENGINEERING SERVICES
1.1. The following additional tasks shall be added to the original contract scope of services. A
detailed description of the scope of services is attached as Exhibit F to this contract amendment. In
general the project components are described as follows:
The CONSULTANT will complete the outlined scope of work required for the
preparation of construction plans, specifications, estimates of probable construction
costs, project bidding, and construction administration for the CTIY OF BOZEMAN
LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT. The project in
which the aforementioned services are to be provided include twenty-one (21) basic
tasks.
Tasks 1 -7 - Original Contract Scope of Services
Task 8 - Additional Study / Alternate / Estimate Phase Services
Purpose: The following additional services were provided during the Study Phase
of the project (Tasks 1 - 7).
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Geotechnical Investigation - Additional drilling and testing beyond the
original scope of services was completed in anticipation of the required
foundation design that will be needed for the design of the rigid cover.
Spring Development - Additional study, preliminary design, and
estimates for a Spring Gauging Station were completed beyond the
original scope of service.
Radon Abatement - Radon abatement within the spring water was not
anticipated within the original scope of services. Additional study,
preliminary design, and estimates were completed to address and mitigate
radon gas abatement.
Control Building Replacement - Replacement of the eXlstlllg Control
Building at the Reservoir site was not anticipated within the original
scope of services. Additional study, preliminary design and estimates
were completed to address the replacement of the Control Building and
Outlet Building.
Task 9 - Budget Management I Work Plan
The task is for budget management, preparation, and up dating of the project
work plan and scheduling throughout the duration of the project.
Task 10 - Concrete Panel Repair
This task is for the preparation of a plan for the repair of the existing concrete
panels within the reservoir basin. The majority of the existing concrete panels are
approximately 90 years old and have developed panel and joint cracks that
require repair prior to the installation of a liner to seal the reservoir. The primary
purpose of the repair is to provide a consistent, smooth surface that will provide
adequate backing to the liner and not puncture or over stress the liner.
Task 11 - Poly-liner and Drain System
This task is for the preparation of a plan for the installation of an under-drain and
basin liner system for the sealing of the existing concrete reservoir basin. The
existing basin leaks at an estimated rate of 250 - 300 GPM. The liner system will
seal the reservoir eliminating the leakage. The under-drain is intended to provide
groundwater drainage between the liner and the existing concrete panel so that
when the reservoir is drained the liner will not float potentially damaging the
liner.
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Task 12 ~ Baffle System
This task is for the preparation of a plan for the installation of a passive baffling
system installed within the reservoir. The purpose of the baffling system is to
minimize short circuit flow between the inlet to the outlet of the reservoir which
will enhance chorine contact time and reduce stagnate areas with the reservoir.
Task 13 ~ Precast Roof System
This task is for the preparation of a plan for the installation of a pre-cast concrete
roof system over the existing reservoir. The pre-cast cover will provide a long
term, low maintenance means of covering the reservoir. The cover will isolate the
reservoir from environmental factors, ducks, geese, and small rodents that could
potentially degrade the water quality of the reservoir. The cover will also provide
a controlled climate that will enhance the life expectancy of the proposed liner
and baffle, treat for radon gas, and minimize algae growth within the reservoir.
Task 14 - Geotechnical Evaluation
This task is for the completion of additional geotechnical evaluation for the
foundation design associated with a pre-cast concrete cover. The combined
effects of the concrete cover loading and zone 3 seismic requirements will
generate substantial foundation loads. The majority of the field work (drilling,
test pits) and soil samples for the geotechnical evaluation were completed under
Technical Memorandum No. 3 with the exception of the soil testing directly
beneath the reservoir. It was not practical to test the soil conditions directly
beneath the reservoir during the initial testing, because it would have required
coring of the floor slabs of the reservoir that could have further compromised the
seal of the reservoir. The soil conditions beneath the reservoir are of considerable
importance with the support column system proposed with a pre-cast roof system.
Task 15 - Control Building
This task is for the preparation of a plan for the demolition and reconstruction of
a control building at the Lyman Creek Reservoir site. The existing control
building is in poor condition and is undersized for the proposed electrical control,
chlorination, fluoride, and telemetry equipment proposed for the facility.
Task 16 - Outlet Vault / Building
This task is for the preparation of a plan for the installation of a vault or building
at the outlet from the reservoir. The vault / building will monitor chorine residual
at the outlet from the reservoir and inject additional liquid chlorine into the line if
residual levels fall below standard.
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Step 17 - Control/Electrical/Telemetry Systems
This task is for the preparation of plans for the installation of control, electrical,
and telemetry systems within the proposed control building and outlet vault. The
existing control systems at the reservoir are in poor condition and out of date,
with replacement parts difficult to find and expensive to purchase. In addition,
the reservoir currently does not have telemetry systems that would allow the
operation of the facility remotely from the Water Treatment Plant or City Shops.
Task 18 - Pipe Works
This task is for the preparation of a plan for the demolition and reconstruction of
the pipe works connecting the proposed control building with the transmission
main from the collection gallery and the reservoir inlet.
Task 19 ~ Chlorine / Fluoride
This task is for the preparation of a plan for the installation of liquid chorine and
fluoride injection system within the proposed control building. The existing
chorine system is a gas system, which presents health risks to the operators and
should be replaced with a significantly safer liquid chorine injection system.
Task 20 - City / State Review
This task is for the effort for the coordination, meetings, e-mails, and telephone
calls associated with the submittal and jurisdictional review of the project.
Task 21 ~ Finalize Plans
This task is for the preparation of final plans, specifications, and bid documents
based on Owner and MDEQ review.
Task 22 - Project Bidding
This task is for the effort to assist the Owner in the bidding of the project. It is
assumed that all work will be bid on a one-time basis and as a single project.
Task 23 - Construction Administration / Material Testing
This task provides contract administration of the construction contract, inspection
during construction activities, and material testing services during construction
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for Lyman Creek Reservoir. It is assumed that all work will be bid on a one~time
basis and as a single project.
Task 24 - Embankment Repair
This task is for the preparation of a plan for stabilizing the earthen embankment
at the southwest end of the reservoir. The embankment has experience surface
sloughing over recent years due to inadequate storm water drainage and is in need
of stabilization and repair.
Task 25 - PRY Calibration
This task is for the calibration of the pressure reducing valves (PRY)
interconnecting the north, south and northwest pressure zones within the
Bozeman Water System. Based on the research and computer modeling
completed for the preparation of Technical Memorandum No. 6 the pressure
settings of the PRY's are out of calibration causing unbalanced flow between the
pressure zones. To maximize the utilization of the Lyman Creek Reservoir it is
critical that the PRY's be properly calibrated to maximize flow from the
reservoir.
Task 26 - Pump Replacement
This task is for the preparation of a plan for the replacement of the damaged
pump at the Booster Station. The damaged pump has a broken pump casing and
is inoperable. For the utilization of the Booster Station to pump water from the
North Pressure Zone to the South Zone the pump will need to be replaced.
Task 27 - Control! Electrical! Telemetry Systems
This task is for the preparation of plans for the removal and re-installation of
control, electrical, and telemetry systems within the existing Booster Station. The
existing control systems at the Booster Station are in poor condition, out of date,
with replacement parts difficult to find and expensive to purchase. In addition,
the Booster Station currently does not have telemetry systems that would allow
the operation of the facility remotely from the Water Treatment Plant or City
Shops.
Step 28 -Automated Gauging Station
This task is for the preparation of a plan for the installation of automated all-
weather stream gauging station just downstream of the collection gallery
manhole. The purpose of the gauging station is to determine the efficiency of the
existing collection gallery and the availability of additional stream flow that could
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be potentially collected and routed to Lyman Creek Reservoir. This task also
includes the design of precast concrete lids on the PR V stations along the
transmission main between the collection gallery and reservoir.
ARTICLE 2 - ENGINEER'S RESPONSffiILITIES
This Article unchanged.
ARTICLE 3 - OWNER'S RESPONSIBILITIES
This Article unchanged.
ARTICLE 4 - BASIC ENGINEERING SERVICES
The ENGINEER shall render professional Engineering Services as follows:
4.1 ENGINEERING EV ALUA TION / STUDY PHASE
This Section unchanged.
4.2 ADD; PRELIMINARY DESIGN PHASE
After completion and acceptance of Evaluation and Study Phase and receipt of written
authorization to proceed with the Preliminary Design Phase, ENGINEER shall:
4.2.1. In consultation with OWNER determine general scope, extent and character of the
Project.
4.2.2. ENGINEER shall then prepare a Preliminary Design Report, preliminary plans and
specifications and a written description for the Project.
4.2.3. Preliminary Design Report: Specific items to be addressed in the design report will
include, but not be limited to:
4.2.3.1. Summary of construction requirements with appropriate drawings for each
task induded in the project.
4.2.3.2. Summary geotechnical report for specific tasks, if needed.
4.2.3.3. Special design considerations for Project tasks with conditions not covered
in standard construction methods or specifications.
4.2.4. Design and Construction Survey: The ENGINEER shall conduct a design field
survey of the project areas, as necessary, for locating existing utilities (such as gas,
power, telephone, TV cables, water and sewer lines, irrigation facilities, fences, and
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approach driveways), existing right-of-way and easements, and making measured
drawings of or investigating conditions of existing facilities. The ENGINEER shall
provide suitable horizontal and vertical reference control points for the construction
phase.
4.2.5. Permits and Rights-of-Way: The ENGINEER shall obtain approved permits,
licenses, and/or easement agreements from private landowners and any other
agencies or entities requiring similar approvals prior to bidding. These approvals
will be coordinated with the OWNER and will be made on easement and permit
documents approved by the OWNER. Information and easement descriptions
provided in the Basic Engineering Services will be based on data available from
design surveys and courthouse records.
4.2.6. Geotechnical Explorations and Analysis: The ENGINEER shall conduct such
geotechnical explorations and analysis as necessary for project design and bidding.
A geotechnical report will be prepared with recommendations relating to conditions
pertinent to the design and construction of the Project. Subsurface information will
be obtained by reviewing any existing geotechnical data available and using
additional backhoe test pits and soil borings as necessary.
The ENGINEER shall furnish copies of a geotechnical report as requested to
OWNER for use by OWNER and Contractors, and review the results of the report
with Contractors in a pre-bid meeting. The report is to be prepared for design
purposes; ENGINEER will not be responsible if others use it for other purposes.
4.2.7. Preliminary Plans and Specifications. Prepare preliminary construction plans and
specifications with information, which addresses the special features of each project
task.
4.2.8. Based on the information contained in the preliminary design documents,
ENGINEER will submit a revised opinion of probable Total Project Costs to the
OWNER.
4.2.9. ENGINEER shall prepare and furnish complete copies of preliminary bidding
documents and design report as requested to OWNER and at the same time furnish
copies as directed by OWNER to agencies and/or parties having regulatory
responsibilities or direct financial participation in any part of the Project; provide
any technical criteria, written descriptions and design data necessary for securing
permits or approval from authorities having jurisdiction to review and approve the
design, and assist OWNER in securing such approvals; and review documents in
person with OWNER and review authorities, and, if necessary, conduct a plan-in-
hand site review. All changes agreed to between ENGINEER and OWNER will be
noted in a memorandum from the ENGINEER to the OWNER and incorporated into
the final plans and specifications.
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The Preliminary Design Phase will be completed and submitted within 90 calendar
days following written authorization from OWNER to ENGINEER to proceed with
that phase of services.
4.3 ADD; FINAL DESIGN PHASE
After written authorization to proceed with the Final Design Phase, ENGINEER shall:
4.3.1. On the basis of the accepted Preliminary Design documents and the revised opinion
of probable Total Project Costs, prepare for incorporation in the Contract Documents
final drawings and Technical Specifications of sufficient detail to show the general
scope, extent and detailed character of the work to be furnished and performed by
the Contractor(s) suitable for use in the project bidding and construction.
4.3.2. Advise OWNER of any adjustments to the latest opinion of probable Total Project
Costs caused by changes in the general scope, extent or character or design
requirements of the Project or Construction Costs. Furnish to OWNER a revised
opinion of probable Total Project Costs based on the Drawings and Specifications.
4.3.3. Prepare for review and approval by OWNER, its legal counsel and other advisors,
contract agreement forms, general conditions and supplementary conditions, and
(where appropriate) bid forms, invitations to bid and instructions to bidders, special
provisions, technical specifications, and standard drawings, and other related
contract documents in conformance with the latest edition of the Montana Public
Works Standard Specifications (MPWSS) and City of Bozeman Modifications to
MPWSS adopted by the City of Bozeman.
4.3.4. Furnish OWNER six copies of the Contract Documents (including design drawings,
specifications and contracts).
The Final Phase will be complete and submitted within 60 calendar days following
written authorization from OWNER to ENGINEER to proceed with that phase of
servIces.
4.4 ADD; BIDDING OR NEGOTIATING PHASE
After written authorization to proceed with the Bidding or Negotiating Phase, ENGINEER
shall:
4.4.1. Assist OWNER in advertising for and obtaining bids or negotiating proposals for
construction contract(s) and record prospective bidders to whom Bidding
Documents have been issued, received and process deposits for Bidding Documents
and conduct pre-bid conferences. All advertising costs said will be paid directly by
the OWNER.
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4.4.2. Provide interpretation or clarification to prospective bidders regarding the Bidding
Documents, and issue addenda as appropriate.
4.4.3. Consult with and advise OWNER as to the acceptability of the prime contractor,
subcontractors, suppliers and other persons and organizations proposed by the prime
contractor(s) (herein call "Contractor(s)") for those portions of the work as to which
such acceptability is required by the Bidding Documents.
4.4.4. Consult with OWNER concerning and determine the acceptability of substitute
materials and equipment proposed by Contractor(s) when substitution prior to the
award of contracts is allowed by the Bidding Documents.
4.4.5. Attend the Bid opening, prepare bid tabulation, evaluate bids, assess bidders'
responsiveness and responsibility and make award recommendation to OWNER.
4.4.6 Facilitate contract award, and the execution and distribution of the contract
documents for construction, materials, equipment, and services. Furnish OWNER
two original signature sets of executed contract documents (including design
drawings, specifications and contracts). Furnish contractor with one set of original
signature executed contract documents and up to three sets of construction
documents.
4.5 ADD; CONSTRUCTION PHASE
The responsibilities of the ENGINEER during the Construction Phase are summarized as
follows:
4.5.1. General Administration of Construction Contract. ENGINEER shall consult with
and advise OWNER and act as OWNER'S representative as provided in EXIllBIT
A - ENGINEER'S STATUS DURING CONSTRUCTION, attached to and made
part of this Agreement and may be further provided under the General Conditions of
the contract documents. The extent and limitations of the authority, duties, and
responsibilities of the ENGINEER on the construction job site as assigned here in
shall not be modified except as the ENGINEER may otherwise agree in writing. All
of OWNER's instruction to Contractor(s) will be issued through ENGINEER who
will have authority to act on behalf of OWNER to the extent provided in the General
Conditions except as otherwise provided in writing.
In addition to the services provided under Article 10 (Exhibit A) the ENGINEER
shall provide the following services during construction:
4.5.1.1 Schedule and conduct a pre-construction conference.
4.5.1.2 Provide personnel, equipment and supplies for construction layout and
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control. This shall be limited to providing two (2) intervisible hubs at the
project site with horizontal and vertical control.
4.5 .1.3 Review Contractors' construction schedules and operations and the
Contractors' traffic control plans and its implementation prior to the start
of construction.
4.5.1.4 Ascertain that the Contractor has secured required permits needed to
accomplish his work.
4.5.1.5 Prepare and provide weekly activity and progress reports to the City's
Task Director.
4.5.1.6 ENGINEER shall provide OWNER copies of all correspondence
between the ENGINEER and Contractor.
4.5.1.7 Issue stop and resume work orders, in whole orin part, when work is not
or cannot be performed in accordance with the Contract Documents.
4.5.1.8 Review and approve for conformance with the project technical
specifications all shop drawings, and other Contractor submittals required
by the Contract Documents.
4.5.1.9 During construction review Contractors' construction schedules and
evaluate conformance and progress under the Contract time provisions.
4.5.1.10 Prepare for OWNER'S approval any plan and specification changes
which due to any initial design or engineering deficiencies are required to
complete the project original design concept.
4.5.1.11 Inspect the project and when appropriate, and after conferring with
OWNER, issue a Certificate of Substantial Completion to the
Contractor.
4.5.1.12 Prior to recommending final payment, schedule and conduct with the
OWNER a final project inspection and a report will be submitted to the
OWNER documenting any outstanding items or deficiencies requiring
correction prior to final payment. Upon satisfactory, project completion
ENGINEER shall certify in writing to the OWNER, and any required
regulatory agencies, that the construction was completed in accordance
with the approved plans and specifications and is performing in
accordance with the design concept.
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4.5.1.13 Eleven months after project's substantial completion schedule and conduct
with the OWNER a One Year Warranty Inspection of the project and
advise the OWNER in writing whether project deficiencies exist and if the
project is performing in accordance with the design concept.
4.5.2. Resident Proiect Representative. ENGINEER shall provide a qualified Resident
Project Representative at the job site to provide observation of the work as provided
in EXlDBIT B ~ A LISTING OF THE DUTIES, RESPONSIBILITIES AND
LIMITATIONS OF AUTHORITY OF THE RESIDENT PROJECT
REPRESENTATIVE, attached to and made part of this Agreement.
The ENGINEER shall submit to the OWNER, for review and acceptance, the
resume of each Resident Project Representative who may be assigned to the job site
during the course of the Project not less than 10 calendar days prior to the pre~
construction meeting. Any subsequent change in the resident representative shall
also be subject to the OWNER'S approval.
4.5.3 Limitations of Responsibilities. ENGINEER will not be responsible for
CONTRACTOR's means, methods, techniques, sequences or procedures of
construction, or the safety precautions and programs incident thereto, and
ENGINEER will not be responsible for CONTRACTOR's failure to perform or
furnish the Work in accordance with the Contract Documents; however, nothing
contained in this agreement shall be construed to release ENGINEER from liability
for failure to properly perform duties and responsibilities assumed by ENGINEER in
the Contract Documents.
4.6. PROJECT DOCUMENTATION
ENGINEER shall furnish OWNER with (a) one mylar copy and two paper copies of the
Project Record Drawings ("As~Builts"), (b) written monthly progress reports, and (c) a
project notebook containing such correspondence and documentation as requested by
OWNER.
4.7. CONSTRUCTION TESTING
The inspection services shall include material testing and verification of contract compliance
with job site requirements, plans and specifications.
The ENGINEER shall provide and maintain detailed documentation of the following
material testing:
1) Concrete strength, air content and slump
2) Embankment, trench backfill, and gravel and pavement densities
3) Aggregate gradations
4) Plant mix strength, flow and asphalt content
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ARTICLE 5 - ADDITIONAL SERVICES
This Article unchanged.
ARTICLE 6 - COMPENSATION FOR ENGINEERING SERVICES
6.1 COST PAYMENT FOR BASIC SERVICES OF, EXPENSES OF, AND FIXED FEE
FOR ENGINEER. The following cost plus fixed fee is for additional services provided
under Tasks 8 through 28 and is in addition to the original contract compensation. The
following cost plus fixed fec excludes project bidding (Task 22) and construction
administration (Task 23) tasks. Professional engineering services performed as Basic
Engineering Services under Sections 4.1 through 4.3 shall be compensated in accordance
with the following
6.1.1 Payroll Costs~ The ENGINEER will be reimbursed for the actual payroll costs as
set forth in Section 7.3, at a 2.63 multiplier for the time such employees are
directly utilized on work necessary to fulfill the terms of this Agreement.
6.1.2 Reimbursable Expenses, The ENGINEER will be reimbursed for actual out-of-
pocket expenses as specified in Section 7.4.
6.1.3 LUMP SUM FEE~ The ENGINEER will be paid a lump sum fixed fee of Sixteen
Thousand Six Hundred Sixty Seven Dollars ($16,667), not to exceed that amount
to cover profit.
6.1.4 Total Payment, The total payment to the ENGINEER for the work contemplated
under Sections 4.1 through 4.3 of this Agreement will not exceed One Hundred
Sixty Eight Thousand Thirty Nine Dollars ($168,039) inclusive of the fixed fee
without prior approval by the OWNER.
6.1.5 This Section unchanged.
6.1.6 This Section unchanged.
6.1.7 Engineering Cost Estimate, The attached Engincering Cost Estimate, Exhibit "E",
by this reference is hereby made a part of this Agreement.
6.1.8 This Section unchanged.
6.1.9 This Section unchanged.
6.2 DIRECT LABOR COST PAYMENT FOR BASIC SERVICES AND EXPENSES OF
ENGINEER.
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Bidding, Construction and project documentation services performed as Basic Engineering
Services (Tasks 22 and 23) under sections 4.4 through 4.7 including General Administration
of Construction Contract, Resident Project Representation, Project Documentation, and
Construction Testing, shall be compensated in accordance with the following:
6.2.1 The OWNER shall pay for Construction Phase and Project Documentation Services
an amount not to exceed $96,036.00 except as provided under 6.2.1.2 and 6.2.4.
6.2.1.1 Costs Compensation. Compensation for these services shall be based on
the ENGINEER's Direct Labor Cost times a factor of 2.95 for services
rendered which shall cover Direct Labor, Direct Labor Overhead, General &
Administrative Overhead and Profit.
6.2.1.2 Notification. At any time during the construction it becomes apparent that
the Construction Phase and Project Documentation Services rendered under
this Agreement will exceed the negotiated compensation for these services,
and prior to performing services in excess of the contract ceiling, the
ENGINEER shall give OWNER written notice thereof. Promptly thereafter
OWNER and ENGINEER shall review the scope and progress of the project
work. ENGINEER shall obtain written authorization from OWNER, prior to
any additional costs being incurred under paragraph 6.2.1.3. If it is
determined that due to a change in project scope under paragraph 5.2.1, the
ENGINEER is entitled to additional compensation in accordance with
Section 6.2.1.1, OWNER and ENGINEER may negotiate tenns as provided
under 6.2.1.1. The amount and terms of any additional compensation under
6.2.1.1 or 6.2.1.3 shall be negotiated and agreed in writing pursuant to 9.16
of original agreement.
6.2.1.3 Costs Exceeding Estimated Compensation. Except as allowed under 5.2.1,
when the total cost of the original scope Construction Phase and Project
Documentation Services exceeds the negotiated compensation for these
services, the OWNER shall pay only for the actual costs incurred in excess of
the estimated compensation. These costs consist of an amount equal to the
ENGINEER'S actual Labor Cost times a factor of 2.63 for services rendered
which shall include Direct Labor, ENGINEERS most recently audited
payroll Direct Labor Overhead, and General & Administrative Overhead
costs, but shall not include any allowance for profit.
6.2.2. Reimbursable Expenses as defined in section 7.4 of this Agreement for Basic
Services and Approved Additional Services shall be paid to the ENGINEER by the
OWNER in the actual amount of the costs incurred up to an amount not to exceed
$1,500.00 which includes $500.00 for consultants employed by the Engineer and $
1,000 for all other reimbursable expenses. The estimated reimbursable expenses are
identified in Exhibits "D" and "e".
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6.2.3. Failed Test Expenses. The ENGINEER shall maintain and provide to the OWNER,
a record of the costs associated with failing quality control tests performed for the
OWNER during the course of the construction of the project and recommend an
amount the OWNER deduct from the contractor(s) payments.
6.2.4. The OWNER shall pay an amount for Additional Services rendered by the
ENGINEER being such services added as a result of increased scope and approved
in writing by the OWNER on the basis of the ENGINEER'S actual Labor Costs
times a factor of 2.95, or an amount otherwise negotiated at the time such services
are requested and approved by the OWNER.
Except as specifically amended herein, the Original Agreement of June 5, 2000 shall remain in full
force and effect, and the parties shall be bound by all terms and conditions therein.
IN WITNESS WHEREOF, the parties hereto do make and execute this Agreement on the day and
year ftrst above written.
CITY OF BOZEMAN
B"'t.
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City Manager
ATTEST:
By~J~
Robin L. Sullivan
(Clerk of Commission)
APPROVED AS TO FORM
BY; a: ~
(City A)Jrney)
ENG~ER ~_
BY: ~ \3 -too
ITS Pr<.-e-s ;d~ N f
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ATTEST, ....~- ./
BY: /L1~ C-~~
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EXHffiIT A
TO AGREEMENT BETWEEN OWNER AND
ENGINEER FOR PROFESSIONAL SERVICES
ENGINEER'S STATUS DURING CONSTRUCTION
This Exhibit is attached to, made a part of and incorporated by reference with the Agreement made
on June 5,2000, between CITY OF BOZEMAN (OWNER) and HKM Engineering (ENGINEER)
providing for professional engineering services.
ARTICLE 10 . ENGINEER'S STATUS DURING CONSTRUCTION
10.1. OWNERS'S REPRESENTATIVE
ENGINEER will be OWNER's representative during the construction period. The duties and
responsibilities and the limitations of authority of ENGINEER as OWNER's representative during
construction are set forth in the Contract Documents and shall not be extended without written
consent of OWNER and ENGINEER.
10.2. VISITS TO THE SITE
ENGINEER will make visits to the site at intervals appropriate to the various stages of construction
to observe the progress and quality of the executed Work and to determine, in general, if the Work is
proceeding in accordance with the Contract Documents. ENGINEER will not be required to make
exhaustive or continuous on-site inspections to check the quality or quantity of the Work.
ENGINEER's efforts will be directed toward providing for OWNER's greater degree of confidence
that the completed Work will conform to the Contract Documents. On the basis of such visits and
on-site observations as an experienced and qualified design professional, ENGINEER will keep
OWNER informed of the progress of the Work and will endeavor to guard OWNER against defects
and deficiencies in the Work.
10.3. PROJECT REPRESENTATION
If OWNER and ENGINEER agree, ENGINEER will fumish a Resident Project Representative to
assist ENGINEER in observing the performance of the Work. The duties, responsibilities and
limitations of authority of any such Resident Project Representative and assistants will be as
provided in EXIllBIT B. A LISTING OF THE DUTIES. RESPONSIBILITIES AND
LIMITATIONS OF AUTHORITY OF THE RESIDENT PROJECT REPRESENTATIVE.
1 0.4. CLARIFICATIONS AND INTERPRET A nONS
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ENGINEER will issue with reasonable promptness such written clarifications or interpretations of
the requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER
may determine necessary, which shall be consistent with or reasonably inferable from the overall
intent of the Contract Documents. If CONTRACTOR believes that a written clarification or
interpretation justifies an increase in the Contract Price or an extension of the Contract Time and the
parties are unable to agree to the amount or extent thereof, CONTRACTOR may make a claim
therefore as provided in the General Provisions of the construction Contract Document.
10.5. AUTHORIZED VARIATIONS IN WORK
ENGINEER may authorize minor variations in the Work from the requirements of the Contract
Documents that do not involve an adjustment in the Contract Price or the Contract Time and are
consistent with the overall intent of the Contract Documents. These may be accomplished by a
Field Order and will be binding on OWNER, and also on CONTRACTOR who shall perform the
Work involved promptly. If CONTRACTOR believes that a Field Order justifies an increase in the
Contract Price or an extension of the Contract Time and the parties are unable to agree as to the
amount or extent thereof, CONTRACTOR may make a claim therefore as provided in the General
Conditions of the Construction Contract.
10.6. REJECTING DEFECTIVE WORK
ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be
defective, and will also have authority to require special inspection or testing of the Work as
provided in the General Provisions of the construction Contract Document whether or not the work
is fabricated, installed, or completed.
10.7. SHOP DRAWINGS, CHANGE ORDERS AND P A Yl\1ENT
10.7.1. The ENGINEER's responsibility for Shop Drawings and samples shall comply with
the shop drawing provisions of the General Provisions of the construction Contract
Document
10.7.2. The ENGINEER's responsibilities for Change Orders shall comply with the change
order provisions of the General Provisions of the construction Contract Document.
10.7.3. The ENGINEER's responsibilities for contractor's Application for Payment shall
comply with the payment provisions of the General Provisions of the construction
Contract Document.
10.8. DETERMINATIONS FOR UNIT PRICES
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ENGINEER will determine the actual quantities and classifications of Unit Price Work
performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the
ENGINEER's preliminary determinations on such matters before rendering a written
recommendation thereon (by recommendation of an Application for Payment or otherwise)
to OWNER.
10.9. DECISION ON DISPUTES
10.9.1. ENGINEER will be the initial interpreter of the requirements of the Contract
Documents and judge of the acceptability of the Work thereunder. Claims,
disputes and other matters relating to the acceptability of the Work or the
interpretation of the requirements of the Contract Documents pertaining to the
performance and furnishing of the Work and claims under The General Conditions
of the Construction Contract in respect of changes in the Contract Price or
Contract Time will be referred initially to ENGINEER in writing with a request
for a formal decision in accordance with this paragraph, which ENGINEER will
render in writing within a reasonable time. Written notice of each such claim,
dispute and other matter shall be promptly reported and copied to the OWNER.
10.9.2. When functioning as interpreter under paragraphs 10.8 and 10.9.1, ENGINEER
will not show partiality to OWNER or CONTRACTOR and will not be liable in
connection with any interpretation or decision rendered in good faith in such
capacity. The rendering of a decision by ENGINEER pursuant to paragraphs
10.8 and 10.9.1 with respect to any such claim, dispute or other matter will be a
condition precedent to any exercise by OWNER or CONTRACTOR of such
rights or remedies as either may otherwise have under the Contract Documents or
by Laws or Regulations in respect of any such claim, dispute or other matter.
10.10. LIl\1ITATIONS ON ENGINEER'S RESPONSIBILITIES
10.10.1. Neither ENGINEER's authority to act under this Article or elsewhere in the
Contract Documents nor any decision made by ENGINEER in good faith either
to exercise or not exercise such authority shall give rise to any duty or
responsibility of ENGINEER to CONTRACTOR, any Sub~contractor, any
Supplier, or any other person or organization performing any of the Work, or to
any surety for any of them.
10.10.2. Whenever in the Contract Documents the terms "as ordered", "as directed", "as
required", "as allowed", "as approved" or terms of like effect or import are used,
or the adjectives "reasonable", "suitable", "acceptable", "Proper" or "satisfactory"
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or adjectives of like effect or import are used to describe a requirement, direction,
review or judgment of ENGINEER as to the Work, it is intended that such
requirement, direction, review or judgment will be solely to evaluate the Work for
compliance with the Contract Documents (unless there is a specific statement
indicating otherwise). The use of any such term or adjective shall not be effective
to assign to ENGINEER any duty or authority to supervise or direct the furnishing
or performance of the Work or any duty or authority to undertake responsibility
contrary to the provisions of paragraph 4.5.3.
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EXHIDrr B
TO AGREEMENT BETWEEN OWNER AND
ENGINEER FOR PROFESSIONAL SERVICES
A LISTING OF THE DUTIES, RESPONSIBILITIES AND
LIMITATIONS OF AUTHORITY OF THE RESIDENT PROJECT REPRESENT A TIVE.
This Exhibit is attached to, made a part of and incorporated by reference with the Agreement made
on June 5, 2000, between CITY OF BOZEMAN (OWNER) and (ENGINEER) providing for
professional engineering services.
ARTICLE 11- DUTIES. RESPONSIBILITIES AND LIMITATIONS OF AUTHORITY OF
THE RESIDENT PROJECT REPRESENT A TIVE
ENGINEER shall furnish a Resident Project Representative (RPR), assistants and other field staff to
assist ENGINEER in observing performance of the work of Contractor.
1brough more extensive on-site observations of the work in progress and field checks of materials
and equipment by the RPR and assistants, ENGINEER shall endeavor to provide further protection
for OWNER against defects and deficiencies in the work of CONTRACTOR; but, the furnishing of
such services will not make ENGINEER responsible for or give ENGINEER control over
construction means, methods, techniques, sequences or procedures or for safety precautions or
programs, or responsibility for CONTRACTOR's failure to perform the Work in accordance with
the Contract Documents and in particular the specific limitations set forth in section 8.5 of the
Agreement are applicable.
The duties and responsibilities of the RPR are limited to those of the ENGINEER in this agreement
and in the construction Contract Documents, and are further limited and described as follows:
11.1. GENERAL
RPR is ENGINEER's agent at the site, will act as directed by and under the supervision of
ENGINEER, and will confer with ENGINEER regarding RPR's actions. RPR's dealings in
matters pertaining to the on-site work shall in general be with ENGINEER and
CONTRACTOR keeping OWNER advised as necessary. RPR's dealings with
subcontractors shall only be through or with the full knowledge and approval of
CONTRACTOR. RPR shall generally communicate with OWNER with the knowledge of
and under the direction of ENGINEER.
11.2. DUTIES AND RESPONSIBILITIES OF RPR
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11.2.1. Schedules: Review the progress schedule, schedule of Shop Drawing submittals and
schedule of values prepared by CONTRACTOR and consult with ENGINEER
concerning acceptability.
11.2.2. Conferences and Meetings: Attend meetings with CONTRACTOR, such as pre-construction
conferences, progress meetings, job conferences and the project-related meetings, and
prepare and circulate copies of minutes thereof.
11.2.3. Liaison:
11.2.3.1. Serve as ENGINEER's liaison with CONTRACTOR, working principally
through CONTRACTOR's superintendent and assist in understanding the
intent of the Contract Documents; and assist ENGINEER in serving as
OWNER's liaison with CONTRACTOR.
11.2.3.2 Assist in obtaining from OWNER additional details or information, when
required for proper execution of the Work.
11.2.4. Shop Drawings and Samples:
11.2.4.1. Record date of receipt of Shop Drawings and samples.
11.2.4.2. Receive samples which are furnished at the site by CONTRACTOR, and
notify ENGINEER of availability of samples for examination.
11.2.4.3. Advise ENGINEER and CONTRACTOR of the commencement of any
Work requiring Shop Drawing or sample if the submittal has not been
approved by ENGINEER.
11.2.5. Review of Work. Reiection of Defective Work. Inspections and Tests:
11.2.5.1. Conduct on~site observations of the Work in progress to assist
ENGINEER in determining if the Work is in general proceeding in
accordance with the Contract Documents,
11.2.5.2. Report to ENGINEER whenever RPR believes that any Work is
unsatisfactory, faulty or defective or does not conform to the Contract
Documents, or has been damaged, or does not meet the requirements
of any inspection, test or approval required to be made; and advise
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ENGINEER of Work that RPR believes should be corrected or
rejected or should be uncovered for observation, or requires special
testing, inspection or approval.
11.2.5.3. Verify that tests, equipment and systems startup and operating and
maintenance training are conducted in the presence of appropriate
personnel, and the CONTRACTOR maintains adequate records
thereof; and observe, record and report to ENGINEER appropriate
details relative to the test procedures and startup.
11.2.5.4. Accompany visiting inspectors representing public or other agencies
having jurisdiction over the Project, record the results of these
inspections and report to ENGINEER.
11.2.6. Interpretation of Contract Documents: Report to ENGINEER when clarifications
and interpretations of the Contract Documents are needed and transmit to
CONTRACTOR clarifications and interpretations as issued by ENGINEER.
11.2.7. Modifications: Consider and evaluate CONTRACTOR's suggestions for
modifications in Drawings or Specifications and report with RPR's
recommendations to ENGINEER. Transmit to CONTRACTOR decisions as issued
by ENGINEER.
11.2.8. Records:
11.2.8.1. Maintain at the job site orderly files for correspondence, reports of job
conferences, Shop Drawings and samples, reproductions of original
Contract Documents including all Work Directive Changes, Addenda,
Change Orders, Field Orders, additional Drawings issued subsequent to
the execution of the Contract, ENGINEER's clarifications and
interpretations of the Contract Documents, progress reports, and other
Project related documents.
11.2.8.2. Keep a detailed and accurate diary or log book, recording
CONTRACTOR hours on the job site, weather conditions, prime and
subcontractor daily work force, daily log of equipment onsite or on
standby, data relative to questions of Work Directive Changes, Change
Orders or changed conditions, list of job site visitors, daily activities,
decisions, observations in general, and specific observations in more
detail as in the case of observing test procedures; and send copies to
ENGINEER.
11.2.8.3. Record names, addresses and telephone numbers of all
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CONTRACTORS, subcontractors and major suppliers of materials and
equipment.
11.2.9. Reports:
11.2.9.1. Furnish ENGINEER periodic reports as required of progress of the
Work and of ONTRACTOR's compliance with the progress schedule and
schedule of Shop Drawing and sample submittals.
11.2.9.2. Consult with ENGINEER in advance of scheduled major tests,
inspections or start of important phases of the Work.
11.2.9.3. Draft proposed Change Orders and Work Directive Changes, obtaining
backup material from CONTRACTOR and recommend to ENGINEER
Change Orders, Work Directive Changes, and Field Orders.
11.2.9.4. Report immediately to ENGINEER and OWNER upon the occurrence of
any accident.
11.2.10. Payment Requests: Review applications for payment with CONTRACTOR for
compliance with the established procedure for their submission and forward with
recommendations to ENGINEER, noting particularly the relationship of the
payment requested to the schedule of values, Work completed and materials and
equipment delivered at the site but not incorporated in the Work.
11.2.11. Certificates, Maintenance and Operation Manuals: During the course of the
Work, verify that certificates, maintenance and operation manuals and other data
required to be assembled and furnished by CONTRACTOR are applicable to the
items actually installed and in accordance with the Contract Documents, and have
this material delivered to ENGINEER for review and forwarding to OWNER
prior to final payment for the Work.
11.2.12. Completion:
11.2.12.1. Submit to CONTRACTOR, and ENGINEER a list of observed items
requiring completion or correction before ENGINEER may issue a
Certificate of Substantial Completion.
11.2.12.2 Assess completion or correction of items noted under 11.2.12.1, advise
ENGINEER on their status, and make recommendation to Engineer
regarding issuance of a Certificate of Substantial completion.
11.2.12.3. Conduct final inspection in the company ofENGlNEER, OWNER, and
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CONTRACTOR and prepare a final list of items to be completed or
corrected.
11.2.12.4. Observe that all items on final list have been completed or corrected
and make recommendations to ENGINEER concerning final
acceptance.
11.3. LIl\fiTATIONS OF AUTHORITY
Resident Project Representative:
I 1.3.1. Shall not authorize any deviation from the Contract Documents or substitution of
materials or equipments, unless authorized by ENGINEER.
11.3.2. Shall not exceed limitations of ENGINEER's authority as set forth in the
Agreement or the Contract Documents.
11.3.3. Shall not undertake any of the responsibilities of CONTRACTOR, subcontractors
or CONTRACTOR's superintendent.
11.3.4. Shall not advise on, issue directions relative to or assume control over any aspect
of the means, methods, techniques, sequences or procedures of construction unless
such advice or directions are specifically required by the Contract Documents.
11.3.5.Shall not advise on, issue directions regarding or assume control over safety
precautions and programs in connection with the Work.
11.3.5. Shall not accept Shop Drawing or sample submittals from anyone other than
CONTRACTOR.
11.3.7. Shall not authorize OWNER to occupy the Project in whole or in part.
11.3.8. Shall not participate in specialized field or laboratory tests or inspections
conducted by others except as specifically authorized by ENGINEER.
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EXHIDIT C
TO AGREEMENT BETWEEN OWNER AND
ENGINEER FOR PROFESSIONAL SERVICES
A SUl\1MARY OF ANTICIPATED EXPENSE
This Exhibit is attached to, made a part of and incorporated by reference with the Agreement made
on June 5, 2000, between CITY OF BOZEMAN (OWNER) and (ENGINEER) providing for
professional engineering services.
1.1 Personnel and Equipment Charges
1.1.1 - Mileage: $0.500 / Mile
1.1.2 -- Per Diem: $30.00/ Day (Non-Bozeman Office Employees Only)
1.1.3 ~- Lodgin~: $40.00/ Day (Non-Bozeman Office Employees Only)
1.2 Material Testing Unit Pricing
1.2.1 - Material testing shall be per attached Exhibit D.
EXHIBIT D
, .
HKM Engineering, INC.
MATERIAL TESTING
FEE SCHEDULE
EFFECTIVE FEBRUARY 1, 2000
LABORATORY TESTING OF SOIL AND ROCK
TEST UNIT
TEST PROCEDURE DESIGNATION PRICE
NATURAL MOISTURE CONTENT ASTM D 2216 $10.00
UNIT WEIGHT AND MOISTURE CONTENT OF UNDISTURBED $40.00
SHELBY TUBE SAMPLES
ATTERBERG LIMITS ASTM D 4318 $50-00
SPECIFIC GRAVITY ASTM 0 854 $40.00
SIEVE ANALYSIS THROUGH THE 0.075 mm SIZE:
_ ALL STANDARD SIEVES THROUGH #200 ( STANDARD SPLIT SPOON) ASTM D 422, D 1140 $50.00
- ALL STANDARD SIEVES ( 1-1/2" THROUGH #200 ) (33 LB..) MODIFIED $60.00
- ALL STANDARD SIEVES ( 2" THROUGH #200) (44 LB..) ASTM C 117, C 136 $65.00
- ALL STANDARD SIEVES (3"THROUGH #200) ( 130 LB.. ) ( +#4 DRY AND $100.00
- ALL STANDARD SIEVES ( 4" THROUGH #200 ) (330 LB.. ) --#4 WASHED) $120.00
- ALL STANDARD SIEVES ( 5" THROUGH #200 ) ( 660 LB.. ) $170.00
- ALL STANDARD SIEVES (6" THROUGH #200 ) (1100 LB..) $275.00
- HYDROMETER ANALYSIS THROUGH THE 0.005 mm SIZE - ADD ASTM D 422 $40.00
MEASUREMENT OF RESISTIVITY ASTM G 57 $60.00
CALIFORNIA BEARING RATIO OF COMPACTED SOILS
( INCLUDES MOISTURE - DENSITY CURVE) :
- 3 POINTS ASTM D 1883 $440.00
- 1 POINT ASTM D 1883 $220.00
UNCONFINED COMPRESSIVE STRENGTH:
- COHESIVE SOIL ASTM 02166 $80.00
- INTACT ROCK CORE ASTM D 2938 $100.00
PERMEABILlll' :
- GRANULAR SOILS (CONSTANT HEAD) ASTM D 2434 BY QUOTE
- COHESIVE SOILS ( FALLING HEAD) BOWLES, 1970 BY QUOTE
ONE - DIMENSIONAL CONSOLIDATION PROPERTIES:
- UP TO 4 KSF ASTM 0 2435 $140.00
- UP TO 8 KSF ASTM 0 2435 $160.00
- UP TO 16 KSF ASTM D 2435 $200.00
- UP TO 32 KSF ASTM 0 2435 $240.00
ONE - DIMENSIONAL SWELL / SETTLEMENT POTENTIAL
- METHOD B ASTM D 4546 $120.00
PINHOLE DISPERSION ASTM 04647 BY QUOTE
pH MEASUREMENT ASTM G 51 $25.00
SULFATE CONTENT (WATER SOLUBLE) $35.00
Page 1 of 3
. .
,. '
LABORATORY TESTING OF SOIL AND ROCK - CONTINUED
TEST UNIT
TEST PROCEDURE DESIGNATION PRICE
FIELD IN-PLACE DRY DENSITY AND MOISTURE CONTENT:
- SAND CONE METHOD ASTM 0 1556 PER HOUR
- NUCLEAR DENSOMETER METHOD ASTM D 2922 PER HOUR
- NUCLEAR DENSOMETER RENTAL ASTM D 2922 $ 25.00/DAY
MOISTURE - DENSITY RELATIONSHIPS:
- STANDARD PROCTOR (METHOD "A or B") ASTM 0 698 $100.00
. MODIFIED PROCTOR ( METHOD "A or B" ) ASTM 0 1557 $115.00
- STANDARD PROCTOR ( METHOD "C") ASTM D 698 $120.00
- MODIFIED PROCTOR ( METHOD "C") ASTM D 1557 $140.00
- OVERSIZE CORRECTION ( IF REQUIRED) ASTM D 4718 $45.00
FIELD PERCOLATION TEST PER HOUR
POINT LOAD (PER POINT) ASTM D 5731 $12.00
SLAKE DURABILITY ASTM 0 4644 $125.00
DIRECT SHEAR TEST (Per Point) ASTM D 3080 $100.00
LABORATORY TESTING OF AGGREGATES
TEST UNIT
TEST PROCEDURE DESIGNATION PRICE
SIEVE ANALYSIS THROUGH THE 4.75 mm SIZE ( 1-1/2" THROUGH #4) ASTM C 136 $5000
SIEVE ANALYSIS THROUGH THE 0.075 mm SIZE:
- ALL STANDARD SIEVES (3/8" THROUGH #200) ( 300 GRAM) ASTM C 117. C 136 $50.00
- ALL STANDARD SIEVES ( 1-1/2" THROUGH #200 ) ( 33 LB.. ) ASTM C 117, C 136 60.00
- ALL STANDARD SIEVES (2" THROUGH #200) (44 LB..) ASTM C 117, C 136 $65.00
- ALL STANDARD SIEVES ( 3" THROUGH #200 ) ( 130 LB.. ) (+#4 DRY AND $100.00
- ALL STANDARD SIEVES ( 4" THROUGH #200) ( 330 LB.. ) -#4 WASHED) $120.00
- ALL STANDARD SIEVES ( 5" THROUGH #200 ) ( 660 LB.. ) $170.00
- ALL STANDARD SIEVES ( 6" THROUGH #200 ) (1100 LB. ) $275.00
_ HYDROMETER ANALYSIS THROUGH THE 0.005 mm SIZE - ADD ASTM 0 422 $40.00
UNIT WEIGHT ( COARSE OR FINE AGGREGATE) ASTM C 29 1 C 29M $45.00
SPECIFIC GRAVITY AND ABSORPTION:
- COARSE AGGREGATE ASTM C 127 $45.00
- FINE AGGREGATE ASTM C 128 $60.00
SODIUM SULFATE SOUNDNESS ( COARSE OR FINE AGGREGATE) ASTM C 88 $175.00
LOS ANGELES ABRASION ( DOES NOT INCLUDE CRUSHING) ASTM C 1311 C 535 $140.00
SAND EQUIVALENT VALUE ASTM 02419 $6000
PERCENT OF MECHANICALLY FRACTURED PARTICLES MT - 217 $5000
PERCENT FLAT AND ELONGATED PARTICLES $5000
PERCENT OF L1GH1WEIGHT PIECES ( SPECIFIC GRAVITY < 2.0) :
- COARSE OR FINE AGGREGATE ASTM C 123 $60.00
PERCENT OF CLAY LUMPS AND FRIABLE PARTICLES:
- COARSE OR FINE AGGREGATE ASTM C 142 $5000
ORGANIC IMPURITIES ASTM C 40 $50.00
DEGRADATION VALUE MT - 227 BY QUOTE
DURABILITY INDEX (COARSE OR FINE AGGREGATE) ASTM 03744 BY QUOTE
VOLUME SWELL MT - 305 $120.00
Page 2 of 3
LABORATORY TESTING OF CONCRETE, GROUT AND MORTAR
TEST
DESIGNATION
TEST PROCEDURE
CONCRETE FIELD QUALITY CONTROL TEST - COMPRESSIVE STRENGTH
( INCLUDES SAMPLING, SLUMP, AIR CONTENT. TEMPERATURE,
CASTING OF FOUR 6" X 12" CYLINDERS AND CYLINDER PICKUP) :
- LOCAL
CURING AND COMPRESSIVE STRENGTH OF CYLINDERS
OBTAINING CONCRETE CORES ( INCLUDES OPERATOR AND CORE RIG)
~ ADDITIONAL CHARGE PER INCH CORED
CURING AND COMPRESSIVE STRENGTH OF CORES
- SAWING OF ENDS ( SET OF 3 CORES)
MORTAR FIELD QUALITY CONTROL TEST - COMPRESSIVE STRENGTH
( INCLUDES SAMPLING, CASTING OF 2" X 4" CYliNDERS OR
2" X 2" X 2" CUBES AND SPECIMEN PICKUP) :
- LOCAL
CURING AND COMPRESSIVE STRENGTH OF MORTAR SPECIMENS
CURING AND COMPRESSIVE STRENGTH OF MASONRY PRISMS
GROUT FIELD QUALITY CONTROL TEST - COMPRESSIVE STRENGTH
( INCLUDES SAMPliNG. SLUMP, CASTING OF 2" X 4" CYliNDERS
AND CYliNDER PICKUP) :
-LOCAL
CURING AND COMPRESSIVE STRENGTH OF GROUT SPECIMENS
GROUT FIELD QUAliTY CONTROL TEST - COMPRESSIVE STRENGTH
( INCLUDES SAMPLING, SLUMP, FABRICATING PRISMS AND
SPECIMEN PICKUP)
CONCRETE MIX DESIGN
ASTM C 172, C 143
C231,C1064,
ASTM C 31, C 39
ASTM C 42
ASTM C 42, C 39
ASTM C 780
ASTM C 780
ASTM E 447
ASTM C 143,
ASTM C 31
ASTM C 31, C 39
ASTM C 143,
ASTM C 1019
, '
UNIT
PRICE
$100.00
$15.00
$ 45.00 I HR.
$4.00
$30.00
$40.00
$100.00
$15.00
PER HOUR
$100.00
$15.00
PER HOUR
BY QUOTE
ALL TESTS ARE PERFORMED IN GENERAL ACCORDANCE WITH THE LATEST STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS
(ASTM), THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ( AASHTO ), THE MONTANA DEPARTMENT OF
TRANSPORTATION ( MDT) OR OTHER APPLICABLE TESTING STANDARDS,
THE UNIT PRICES ESTABLISHED FOR LABORATORY TESTING DO INCLUDE STANDARD SAMPLE PREPARATION. TESTING,RECORDING
OF TEST VALUES AND REPORTING OF TEST RESULTS TO THE CLIENT. NO EXTRA CHARGES INILL BE ASSESSED FOR THESE EFFORTS. ALL UNIT
PRICES ARE SUBJECT TO TRAVEL TIME, STANDBY TIME, AND OTHER COSTS IF APPROPRIATE. THESE COSTS WILL BE INVOICED AT THE
PRE-ESTABLISHED RATES FOR DIRECT LABOR, MILEAGE, AND PER DIEM.
ALL FIELD TESTING AND REPORTING OF FIELD TEST RESULTS WILL BE INVOICED AT THE PRE.ESTA8LISHED RATES FOR DIRECT LABOR. MILEAGE
AND PER DIEM UNLESS UNIT PRICES HAVE BEEN ESTABLISHED,
Page 3 of 3
HKM ENGINEERING, INC.
May 11,2001
Prepared By; a int UtIe
L ym"" Creek Reservo i r Phase II
EXH18fT E
LABOR HOURS AND COST!
T as k 8 - Additi 01'1 aJ SlLIdy I AJ tamate I Esti male Phase
Services
Task 9 - 8 ud gel Managemenll Work Plan
Task 10 - Concrete Psnel Repai r
T as k 11 - Polyl iner an d Orai n Systam
Task 12 - 8am a System
Task 13 - Praeas t Roof System
Task 14 - Geotechn i cal E valualion
Task lS - Control 8uilding
Task 15 - Outiet Vault I Building
Task 17 - Control I Elec IT icall T elemelry System s
Task 18 - Pipe Works
Task 19 - Chlorine I Aouride
Task 20 - City I 5 tate Review
Task 21 - Fi noJ ize Plans
Su btolal
Task 22 - Project 8 iddin 9
T a:5 k .23 - Con s truction Adml n.istra Do n. J Mater ial T esti ng
Subtotal
"~~"~-",
Task 24 - Em ban kmen t Repair
Task 25 - PRV Calabration
Task 25 - Pump Replacemen t
Task 27 - Control I Electrical I Telemetry Sy stems
Subtotal
Task :28 -Automated Guag ing Sla tio n
TOTAL
6
$432
$4,608
$286
$135
$216
$61
74
$5,328
$1,598 31.5 $1.544
34
$27
$!l64
64
32
4
$!l64
$2.303
$4,606
$1,880
$3,572
$1.=
$3,572
12
$Il82
49
18
5
3
$216
8
$3,888
$2,016
$3,168
$2,952
$2,736
$2,232
$1,512
$1,008
54
98
40
20
90
$1,960
3
$216
3
28
$960
40
12
$864
$144
$576
$576
$576
4
44
76
$4,410
16
$432
$81
$324
$32 4
$108
2,
41
26
3
8
38
76
$3,920
!lO
12
8
31
1 08 $5,076
120 $5,880
12
8
21
$1,927
41
6
$432
14
61 $2,867
130 $6.110
$423
$2.058
$2,744
$441
42
2
8
$576
$268
$286
12
$588
$504
7
56
7
$189
$180
4
2.5
9
$27
$27
$1,296
4
18
$940
20
140 $10,080 384.5 $27,68-4 768 $36,096 518.5 $25,407
107
$2,889
$270
4
$324
9
$1,620
20
$1.590
30
$440
8
80
$6,480
220
$6,600
$6,480
80
$5,512 1040 $57,200
104
6
$432
10
$270
$135
$108
$664
12
$2,068
$752
44
$1.480
20
2
20
28
$144
$576
8
$392
16
8
5
$1,440
$2,016
4
$1,440
20
$2,820
60
$392
$1,480
20
19
$513
=~
6
$432
8
$216
$4,176
58
$!l4O
20
36
$1,764
260
$1 0.542 3832
Note No. 1 -. Task 8 was com plated as addi tional services under the requirements of the original con!ract and was completed at a cost multiplier of 2.63 with no fixed fee lor profiL
Note No.2 - Task 22 &. 23 are lor Bidding Conslrucbon Adminislra tion which are to be invoice at a 2.95 mulbplier IIOithOLrt filled 100.
F:\DATA'09\M I 4:;1 1 O&.l)'man De-ek ?h.as.e Ii Budg-et
$54
146.5
$8,929
$5,472
$4,472
$10,8B6
$5.173
$12,446
$4,399
$11,128
$14.088
$4,\23
96
88
203
94
236
n
214
279
74
125
$6,419
206
$10,123
$1,359
$3,139
25.5
55
1918
$102,156
71
$4.244
1524
$82,272
1595
$86,516
36
$1.905
92
$5,114
$1,999
$1,548
39
24
156
sa,661
128
$7.528
$206,766
$760
$15
$100
$115
$20
$20
$10
$130
$10
$110
$:lO
$100
$20
$50
$10
$510
$110
$650
$20
$10
$2,357
$110
$80
$70
$120
$60
$10
$100
$50
$40
$20
$30
$20
$20
$100
$250.
$560
$3,207 $16,800 $21 ,347
$3,350
$30
$2.010
$120
$\00
$2, 500
$150
$2.110
$2,500
$20
$:J()
$30
$20
$3::1
$50
$30
$1.415
$650
$1,200
$3.557
$1 ,BOO
$2,110
$2,870
$5 ,260
$70
$6,600
$120
$40
$130
$100
$80
$12.486
$5,472
$4,602
See Note 1 .
$13,323
See Nola 2.
$96.036
saa ,442 See Nota 2.
$657
$552
$12,486
$6,129
$5,154
$12.304
$5.88.3
$2,000
$5 ,000
sa,800
$100
$110
$1,200
$2,800
$6,170
$4,000
$9.520
$10,986
$5,253
$14,566
$7,269
$16,388
$14.158
$10.923
$6,539
$10,163
$1,459
$3,249
$123,503
$7,594
$5.159
$2,149
$11.048
$18,356
$7.568
$247,4re
$258
$1,326
$2,203
$16,667
$1,318
$630
$1,747
$672
$16,303
$6,\41
$18,355
$15,857
$12.234
$7,324
$\1,363
$\,634
$3,639
$1,967
$1,699
$1,311
$765
$1.22
$175
$390
$136.826
$7,594
$88,442
$96,036
$45
$150
$9,500
$9,500
$9,500
$9,695
$30.300 $40.642
$40
$619
$5.778
$2,407
$12,374
$20,559
$908
$8.476
$264.075
.sJlltol
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Pre pared By: aint Lille
Lyman Creek Reservoir Phase II
Task 8 - Addi ti onal S ludy I Alternate I Estimate Phase Serv ices
LABOR HOURS AND COSTS
--
Proje<:t Senicr StaN Senior Two Man Support' TOTAL Lodging Supplies, Outside TOTAL
Manaqer Professional Prolessional Technician Servev Crew Clericaf LABOR and Copies, ConsulU TOTAL LABOR
DESCRIPTlON Hrs@ Total Hrs@ Total Hrs@ Total HIS @ Total Hrs@ Total Hrs@ Total I Total Travel Per Postage, Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $49 Cost $74 Cost $:27 Cost Hours Cost [)jem Etc. Rental EXPENSES
Geotechnical I nyestigation 10 $720 1 $:27 11 $747 $2,357 $:2,357 $3,10<1
Spring Developm ent 2 $144 40 $2,880 16 $784 58 $3,806 $3,806
Radon Abatement 2 $144 14 $1.008 20 $940 8 $392 44 $:2,484 1200 $1.200 $3,684
Control Building Re placement 2 $144 10 $720 14 $658 7.5 $36S 33.5 $1,89C $1,890
TOTAL 6 $432 74 $5.328 34 $1,598 31.5 $1.544 1 $27 146.5 $8,929 $2,357 $1,200 $3,557 $12,486
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Prepared By: Clint Utie
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase Il
Task 9 - Budget Management f Work Plan
--
P roiecl Senior Stall Senior Two Man Support! TOTAl Lodging Supplies, Outside TOTAL
Manaoer P rote ssional P rot essional T ochnician S erv ey Crew Clerical LABOR and Copies. Consult.! TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs @ Total Hrs@ Total I Total Travel Per Postage, Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $4g Cost $74 Cost $27 Cost Hou rs Cost Diem Etc. Re ntal EXPENSES
Budget Management 24 $1,728 24 $648 48 $2.376 $2,376
Worn Plan 24 $1,728 4 $106 28 $1.836 $1,836
Schedule Tracking 16 $1.152 4 $106 20 $1 ,260 $1,260
TOTAL 64 $4,608 32 $864 96 $5,472 $5,472
F:\D~T~\OO\MOa7lS7'Adrril1llyrran Cleek Phase II BWgel
!.I11fOl
EXHIBIT E
HKM ENGINEERING, INC.
May 11, 2001
P rapared By: CI i nt Li~ e
LABOR HOURS AND COSTS
Lyman Creek ReseNOir Phase II
Task 10 - Concrete Panel Repair
-"
Project Senior Staff Senior T we Man Support/ TOTAL Lodging Supplies, Outside TOTAL
Manaaer Professional Professional T echni cian Se rvey Crew Clerical LABOR and Copi es, CoosultJ TOTAL LABOR
DESCRIPTION Hrs@ Total Hrs @ Total Hrs@ Total Hrs@ Total Hrs @ Total Hrs @ Total I Total Travel Per Postage, Lab Equip EXPENSES AND
$72 C<lst $72 Olst $47 Cost $4g Olst $74 Cost $27 C<lst Hours Cost Diem Etc. Rental EXPENSES
Materi al s rese arch 2 $144 16 $752 18 $896 $896
Concrete Repair Plan 2 $144 16 $752 16 $784 34 $1,680 $10 $50 $60 $1,740
Specifications 1 $72 8 $376 2 $54 11 $502 $20 $20 $522
Engineers Estimate 1 $72 8 $376 2 $98 11 $546 $546
OAIOC 6 $432 1 $27 7 $45g $20 $20 $479
Coorispondance 1 $72 1 $47 2 $54 4 $17 $10 $10 $183
P rei ect Manage me nt 3 $216 :3 $216 $10 $10 $20 $236
TOTAL 4 $288 12 $864 49 $2,303 18 $882 5 $135 88 $4,472 $20 $110 $130 $4,602
5Ilt!oj
F,IQATAlO9IMt49t06'1-jman Creek Phase 118udget
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Prepared By: Clint U~ e
LABOR HOURS AND COSTS
Lyman Creek Reservoir Pnase II
Task 11 - Polyliner and Drain System
.'
Project Se nior Staff Senior TW<l Man Sup port! TOTAL Lodging Suppli es, Outside TOTAL
Manaoer Professional Professional Technician Se rvey Crew Clerical LABOR and Capies. ConsulU TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs@ T atal Hrs@ Total Hrs@ Total Hrs @ Total Hrs@ Total I Total Travei Per Postage. Lab Equip EXPENSES AND
572 Cost $72 Cost $47 Cas! $49 Cost $74 Cast $27 Cost Hours Cost Diem Etc. Re ntal EXPENSES
Materials re search 6 $432 24 $1.126 30 $1,560 51 ,560
Uner ! 0 raI n System Plan 12 $864 30 $1,410 40 $1,960 112 $4,234 $20 520 $4,254
Specifi cations 12 $664 18 $646 4 $106 34 $1,618 $20 $20 $1,838
Engineers Estimate 8 $576 18 $646 26 $1 ,422 $1,422
QAIQC 6 $576 1 527 9 5603 $20 $20 $623
Project M anagem ent 3 $216 1 $27 4 $243 $10 $10 $2C $263
QUAM for Cons!. 6 $576 8 $376 2 $54 16 $1.006 510 $10 $20 $1,026
TOTAL 3 $216 54 $3,686 98 $4,606 40 51,960 II $216 203 $10,886 $20 $60 $100 $10,986
F:\DATAI09\M149106\lyman Creek Phase II Budge'
5/11/01
EXHIBIT E
HKM ENGINEERING, INC.
May 11, 20.01
Prepared By: Clint Li ~ e
LABOR HOURS AND COSTS
Lyman Creek. Reservoir Phase II
T as k.12 - Baffle System
-"
Project Senior Staff Senior Two Man S LJpportl TOTAL Lodg ing Supplies, Outside TOTAL
Manaoer Professional Professional T edmician Servev Crew Cle rical LABOR and Cnpies, ConsultJ TOTAL LA80R
DESCRIPTION Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs @ Total Hrs@ Total I Total Travel Per Postage. lab Equip EXPENSES AND
$72 Cost $72 Cnst $47 Cost $49 Cost $74 Cost $27 Cost Hou rs Cost Diem Etc. Re ntal EXPENSES
Mate rial s research 2 $144 8 $376 10 $520 $10 $10 $530
Baffle System Plan 12 $864 16 $752 20 $980 48 $2,596 $10 $20 $30 $2,626
Specifications 8 $576 8 $376 2 $54 18 $1,006 $20 $20 $1,026
Engine e rs Estimate 2 $144 8 $376 10 $520 $520
QAIQC 4 $288 4 $288 $20 $20 $308
Project Management 3 $216 1 $27 4 $243 $243
TOTAL 3 $216 28 $2.016 40 $1,880 20 $980 3 $81 94 $5,173 $10 $70 $80 $5,253
F:\DA TA\09\M14B 10000yman Creek Pha..11 Budgel
5111101
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Prepared By: Clint UtJ e
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 13 - Precast Roof System
Proj eet Senior Staff Senior Two Man S upportl TOTAL Lodging Supplies, Outside TOTAL
Menaoer Prof ess;onal Pro!essioroal Technician Servev Crew Clerical LABOR and Copies. ConsultJ TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Tolal Hrs@ Total I Total Travel Per Postage, lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $49 Cost $74 Cost $27 Cost Hou rs Cost Diem Etc. Rental EXPENSES
Project Management 8 $576 4 $108 12 $684 $10 $10 $20 $704
Structural 0 esign $120 $120 $40 $280 $280
Roof Tea's 2.0 $144 6.0 $282 30.0 $1,470 38 $1,896 $1,896
Roof Sup port Beam s 2.0 $144 10.0 $470 10.0 $490 22 $1,104 $1,104
Co! umns 4.0 $288 12.0 $564 10.0 $490 26 $1,342 $1,342
Footings 4.0 $288 12.0 $564 24.0 $1,176 40 $2,028 $2,028
~de Walls 12.0 $564 16.0 $784 28 $1,348 $1,348
Seismic 8.0 $576 24.0 $1,128 32 $1,704 $1 ,704
SI ructural Sp ecifrcations
Concrete 8.0 $576 4.0 $108 12 $68~ $684
Steel 8.0 $576 4.0 $108 12 $664 $684
Coorispondance 4 $288 4 $108 8 $396 $10 $10 $406
Ventilation $1,800 $1,800 $1,800
ONOC 8 $576 8 $576 $576
TOTAL 12 $864 44 $3,168 76 $3,572 90 $4,410 16 $432 238 $12,446 $130 $120 $60 $1.800 $2,110 $14,556
F:\DATA\09\M1~9106\LYmal1 Creek Phase If Budget
5(1111)1
EXHIBIT E
HKM ENGINEERING, INC.
May 11, 2001
P repara<J By: Clint Litle
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 14 - Geotechnical Evaluation
Project Senior Staff Senior Two Man Support' TOTAL Lodging Supplies, o utsiOe TOTAL
Mananer Prole ssional Professional T echnici an S e rvev Crew Clencel LABOR and Copies. Consult! TOTAL LABOR
DESCRIPTION Hrs @ Tolal Hrs@ Total Hrs @ Total Hrs@ Total Hrs@ Total Hrs @ Total I Total Travel Per Postage. Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $49 Cost $74 Cost $27 Cost Ho urs Cost Diem Etc. Rental EXPENSES
Reid WorK 16 $1.152 16 $752 32 $1,904 $10 $10 $2,000 $2,020 $3,92.4
Anaylsis 25 $1,800 10 $470 2 $54 37 $2,324 $850 $850 $3,174
P roj ect Managem ant 2 $144 1 $27 3 $171 $171
TOTAL 2 $144 41 $2,952 26 $1,222 3 $81 72 $4,399 $10 $10 $850 $2,000 $2,870 $7,269
F;\OATA\09\M!4S1OS\Lyman Cree. Phase II Budget
5111101
EXHIBIT E
HKM ENGINEERING, INC.
May 11,2001
Prepared By: Clint Utle
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 15 - Contro I Bu ild ing
Proj ect Senior Staff Senior Two Man Sup portJ TOTAL Ladg ing S up plies. Outsid e TOTAL
ManaQer Professional Professional T echnieian S ervev Crew Clencal LABOR and Copi e s, Consult.! TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs@ Total Hrs @ Total Hrs@ Total Hrs@ T ota! Hrs @ Total I Total Travel Per Postage, Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $4g Cost $74 Cost $27 Cost Hours Cost Diem Etc. Rental EXPENSES
P,oj e<:t Management 8 $576 4 $108 12 $684 $10 $10 $20 $704
Structural De sign $100 $100 $20 $220 $220
Roof Framing 2.0 $144 4.0 $188 12.0 $588 18 $920 $920
Walls 2.0 $144 8.0 $376 12.0 $588 22 $1,108 $1,108
Structural Floor 2.0 $144 8.0 $376 12.0 $588 22 $1,108 $1,108
Footing I Foundation 4.0 $288 8.0 $376 16.0 $784 28 $1,448 $1,448
Details 4.0 $288 8.0 $376 16.0 $784 28 $1,448 $1,448
Seismic 4.0 $288 12.0 $564 16 $852 $652
Structural Sp e<:ifications $20 $20 $20
Mason ry 8.0 $576 4.0 $108 12 $684 $684
Wood 8.0 $576 4.0 $108 12 $684 $684
Building Layout 16 $752 12 $588 28 $1.340 $5 ,000 $5,000 $6,340
Architect Coordination 12 $564 12 $564 $564
QAlQC 4 $288 4 $288 $288
TOTAL 8 $576 38 $2.736 76 $3.572 80 $3,920 12 $324 214 $11,128 $110 $100 $50 $5.000 $5,260 $16,388
ElBA TA\OOIM1~106'l.yman Creek Phase II Budget
5'11101
EXHIBIT E
HKM ENGINEERING, INC.
May 11,2001
Prepared By: Clint Utle
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 16 - Outlet Vault I Building
-'
Project Senior Staff Senior Two Man SupportJ TOTAL Lodging Supplies, o ulside TOTAL
Mana~er Prole ssional Professional Technician Servev Crew Clerical LABOR and Copies, Consult.! TOTAL LABOR
DESCRIPTiON Hrs@ Total Hrs @ Total Hrs @ T olaJ Hrs@ Total Hrs@ Total Hrs@ Total I Total Travel Per Postage. Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $4g Cost $74 Cost $27 Cost Hours Cost Diem Etc. Rental EXPENSES
Project Management 8 $576 4 $108 12 $684 $10 $10 $20 $70<1
Structural Desi gn $20 $20 $40 $40
RooI Framing 1.0 $72 4.0 $188 12.0 $5Ba 17 $848 $848
Walls 1.0 $72 8.0 $376 12.0 $5Ba 21 $1,036 $1 ,036
Structu rei Floor 1.0 $72 8.0 $376 12.0 $5Ba 21 $1,036 $1 ,036
Footing I Foundatioo 2.0 $144 8.0 $376 16.0 $784 26 $1,304 $1 ,304
Details 4.0 $288 8.0 $376 16.0 $784 28 $1,448 $1 ,448
Seismic 4.0 $288 12.0 $564 16 $852 $8S2
Structu ral 5 p ecifications $10 $10 $10
Masonry 4.0 $288 4.0 $108 8 $396 $396
Wood 4.0 $288 4.0 $108 8 $396 $391
Sitework. G-Sheet 4 $188 4 $188 $18f
Mechanical- Plan - M-Sheet 1 $72 10 $470 18 $882 29 $1,424 $1,42.
Sections & Details - M-Sheel 1 $72 18 $846 18 $882 37 $1,800 $1 ,8()(
Valve, Equi p. Spec 2 $144 16 $752 18 $896 $89E
QAfOC 4 $288 4 $288 $28lJ
BuildingNault Layout 2 $144 g $423 16 $784 27 $1,351 $1,351
Archil. Corrd. 3 $141 3 $141 $141
TOTAL 8 $576 31 $2.232 108 $5.076 120 $5, BBO 12 $324 279 $14,088 $30 $40 $70 $14,158
F,'.oATA\09IM'49'06IJ..yman Cleek Phase 118udgel
5111101
EXHIBIT E
HKM ENGINEERING, INC.
May 11,2001
Pre pared By: Clint UUe
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 17 - Cantrall Electrical! T elem elry System s
P roj ecl Senior Staff Senior Two Man S upportl TOTAL lodging Supplies, Outside TOTAL
Manaae r P rafessional Prolessional Technician SeNey Crew Clerical LABOR and Copies, ConsulU TOTAL LABOR
DESCRIPTION Hrs@ Total Hrs@ Total Hrs @ Total Hrs @ Total Hrs@ Total Hrs@ Total I Total Travel Per Postage, Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $4g Cost $74 Cost $27 Cost Hours Cost Diem Etc. Rental EXPENSES
P rajeet Manage ment 8 $576 4 $108 12 $664 $684
Conlrol Building $5,000 $5.000 $5,000
Oull e t Building $1,600 $1,800 $1,800
Pump Controls 9 $646 16 $752 25 $1 ,400 $1,400
Moniloring Equipment 9 $646 16 $752 25 $1 ,400 $1,400
Telemetry 2 $144 3 $141 5 $285 $285
Oull et Building Coord, 1 $72 6 $282 7 $354 $354
TOTAL 8 $576 21 $1,512 41 $1,927 4 $106 74 $4,123 $6,800 $6,800 $10,923
F:\DATA\09Wl491(}6'tyman Creek Phase II Budget
Sit tllJ1
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Prepared By: Clint U ~ e
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 18 - Pipe Works
Project Senior Staff Senior Two Man SUjlport/ TOTAL lodging 5 uppli es, Outside TOTAL
ManaQer Professional Prof essionai Technician Se rvev Crew Cle tical LABOR and Copies, Cons ultJ TOTAL LABOR
DESCRIPTION Hrs@ Tolal Hrs@ Total Hrs @ Tolal Hrs@ Total Hrs @ Total Hrs @ Total I Total Travel Per Postage, lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $49 Cost $74 Cost $27 Cost Hours Cost Diem Elc. Rental EXPENSES
Proj eet M anagem ent 6 $432 2 $54 8 $486 S486
Sile Plan - G-Sheel 1 $72 8 $376 10 $490 19 $938 $100 $20 $120 $1 ,058
Gen Detall s - Gen-Sheet 1 $72 10 $470 16 $784 27 $1.326 $1 ,326
Mechanical - M-Sheal 10 $720 16 $752 16 $784 42 $2.256 $2 ,256
Pi pingNalves/Fittings - Specs 27 $1,269 27 $1.269 $1 ,269
QAtQC 2 $144 2 $144 $144
TOTAL 6 $432 14 $1,008 61 $2,867 42 $2,058 2 $54 125 $6,419 $100 $20 $120 $6,539
F~\OA TAI09IM14S106'~yman Cree. Phase 11 Budge'
5/11/{)'
EXHIBIT E
HKM ENGINEERING, INC.
May 11. 2001
Prepare<:! By: Clint Utle
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase 11
Task 19 - Chlorine I Flooride
Project Senior Staff Seni or Two Man Support! TOTAL Lodging Supplies. Outside TOTAL
Manage r Professional Professional Technician Se rvev Crew CJerical LABOR and Copie s, Consu III TOTAL LABOR
DESCRIPTION Hrs @ TolaJ Hrs @ Total Hrs@ Total Hrs@ TolaJ Hrs@ Total Hrs@ Total I Total Travel Per Postage , Lab Equip EXPENSES AND
$72 Cost $72 Cos! $47 Cost $49 Cost $74 Cost $27 Cost Hou rs Cost Diem Etc. Re ntal EXPENSES
Project Management 8 $576 2 $54 10 $630 $10 $10 $20 $650
S;_orklPi ping G-Shee! 1 $72 10 $470 18 $882 29 $1,424 $10 $10 $20 $1,444
Interior Chlorine Schematic M-Sheet 1 $72 18 $846 5 $245 24 $1,16: $1,163
Interior Fluoride Schematic. M-Sheet 1 $72 18 $846 5 $245 24 $1.163 $1,163
Interior Piping Plan M.Sheet 1 $72 18 $846 18 $882 37 $1.800 $1,80<
Sections/Delalls G ENlM sheet 1 $72 18 $848 10 $490 29 $1.408 Sl.408
Chlorine System ReserclVSpec 24 $1,128 5 $135 29 $1,263 $1,263
Fluoride System ResearclVSpec 24 $1.128 24 $1,128 $1,128
QAfQC 2 $144 2 $144 S144
TOTAL 8 $576 7 $504 130 $8,110 5B $2,744 7 Sl89 208 $10,123 $20 $20 $40 $10,163
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Prepared By: aint U!Ie
LABOR HOURS AND COSTS
,.
Lyman Creek Reservoir Phau II
Task 20 - City I Stale Review
Proie<:t Sen", r Staff Senior Two Man Support! TOTAL Lodgirlg Supplies. Outside TOTAL
Man.aQer Professional Prote ss; anal T echnrcian Se rvev Crew Clerical LABOR and Cop; es, ConsulU TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Total I Total Travel Per Postage, Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $49 Cost 574 Cost 527 Cost Hours Cost Diem Etc. Rental EXPENSES
Project Management 4 $288 1 527 5 $315 550 $30 520 $100 $415
Response 10 City & Slate Review Commen~ 2.5 $180 9 $423 9 $441 20.5 $1.044 $1,044
TOTAL 4 5288 2.5 5180 9 $423 9 $441 1 $27 25.5 $1,359 $50 $30 $20 $100 $1,459
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Prepared By, Clinl U~e
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 21 - Fina lize Pia ns
--
P rojecl Senior Staff Senior Two Man Supportl TOTAL Lodgi ng Supplies. Outside TOTAL
Manager Professional Professional Technician Se rvey Crew ae rica! LABOR and Copies, ConsulU TOTAL LABOR
DESCRIPTION Hrs @ ToIal Hrs @ TolaJ Hrs@ TolaI Hrs@ Total Hrs @ Total Hrs (I Total I TotaJ T rav~ Per Postage, lab Equip EXPENSES AND
$72 Cosl $72 Cost $47 Cost $49 Cost $74 Cost $27 Cost Hou rs Cost D;em Etc. RentaJ EXPENSES
Project Management 4 $2BB 1 $27 5 $315 $10 $10 $20 $335
Concrete Panel Repair 1 $72 2 $94 3 $166 $10 $10 $176
Polyliner and Drain Sysle m 1 $72 2 $94 3 $166 $10 $10 $176
Baffle System 1 $72 2 $94 3 $166 $10 $10 $176
Precast Rool System 1 $72 4 $lBB S $200 $10 $10 $270
Cont... Building 1 $72 2 $94 3 $147 6 $313 $10 $IC $323
Outlet Vault I Building 1 $72 2 $94 3 $147 6 $313 $10 $10 $323
Control I Electrical I Telemetry Syste m 2 $144 2 $94 4 $238 $10 $10 $248
Pipe Wor1<s 1 $72 2 $94 3 $147 6 $313 $10 $10 $323
Chlorine I Rou ride 1 $72 2 $94 3 $147 6 $313 $10 $10 $323
QA/OC 8 $576 8 $576 $576
TOTAL 4 $288 18 $1,296 20 $940 12 $588 1 $27 55 $3,139 $10 $100 $110 $3,249
EXHIBIT E
HKM ENGINEERING, INC.
May 11. 2001
Prepared By: Clint LftIe
LABOR HOURS AND COSTS
l yman Creek Reservoir Pha$<! 11
Task 22 - Proie<:1 Bid din9
P reject Senior Staff Senior Two Man Sup!>Ort/ TOTAL Lodging Supplies, Outside TOTAL
Manager P roless;onal ProFe ssi onaI T echni cian Se rvey Crew C1eli caI LABOR and Copies, ConsulU TOTAL LABOR
DESCRIPTION Hrs@ ToIal Hrs @ Total Hrs@ ToIal Hrs @ Total Hrs @ Total Hrs@ Totel I Total Trayel Per Postage, Lab Equip EXPENSES AND
$81 Cost $81 Cost $53 Cost $55 Cost $83 Cost $30 Cost fiou rs Cost Diem Etc. Rental EXPENSES
Bid Questions 5 $405 4 $212 1 $30 10 $647 $647
Addendums 2 $162 10 $530 8 $440 4 $120 24 $1,252 $1,252
Pre-Bid Conle rence 2 5162 5 $405 5 $265 12 $832 $100 $30 $500 $630 $1,462
Bid Tabs 1 $81 2 $106 3 $187 $187
Prin~ng 2 $106 2 $60 4 $166 $2,000 $2.000 $2,166
Structural Questions 5 $405 3 $159 a $564 $564
Review Contractor Qual ilicati ons 2 $162 4 $212 1 $30 7 $404 $404
Projecl Management 2 $162 1 $30 3 $192 $10 $10 $20 $212
HVAC $700 $700 $700
TOTAL 4 $324 20 $1,620 30 $1,590 a $440 9 $270 71 $4,244 $110 $30 $2,010 $1,200 $3,350 $7,594
EXHIBIT E
HKM ENGINEERING, INC,
May 11, 2001
Prepared By: Oint Litle
LABOR HOURS AND COSTS
Lyman Creek Reservoir Phase II
Task 23 - ConstnJction Ad ministration I Ma ten al Testing
Project Senior Staff Senior Two Man SupporV TOTAL Lodging Suppl ies, Outsjde TOTAL
Manaoer Pro!essional Professional T ecI1nicean SelVev Crew Cle rical LABOR and Copies, ConsultJ TOTAL LABOR
DESCRIPTION Hrs@ TOlal Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs @ Total I Total Travel Per Postage , Lab Equip EXPENSES AND
$81 Cost $81 Cost $53 Cost $55 Cost $83 Cost $30 Cost Hours Cost Diem Etc. Rental EXPENSES
Project Managem ent 80 $6.480 100 $3,000 180 $9,480 $9.480
Submittals
Pro;ect Rap resena~ve 80 $6 ,480 104 $5,512 1040 $57,200 100 $3,000 1324 $72,192 $6SO $120 $100 $500 $1,370 $73,562
Oerical
Mate rial T. sti ng 20 $600 20 $600 $2.500 $2.500 $3,100
HVAC Submittal $800 $800 $800
HV AC Const Review $1 ,so:: $1,500 $1.500
TOTAL 80 $6,480 80 $6,480 104 $5,512 1040 $57,200 220 $6,600 1524 $82,272 $650 $120 $100 $2,500 $2,800 $6,170 $88,442
EXHIBIT E
HKM ENGINEERING, INC.
May 11, 2001
Prepared By: Clint li~e
Lyman Creek Reservoir Pha... II
Task 24 - Embankment Repair
LABOR HOURS AND COSTS
Project Senior Staff Senior Two Man Support! TOTAL Lodging Suppl ie s. Outside TOTAL
Manaae r Professional Professi anal Technician Servev Crew Clerical LABOR and Copies, ConsulU TOTAL LABOR
D ESCR I PTla N Hrs@ Total Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hrs@ Total I Total Travel Pilr Postage, Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cosl $49 Cost $74 Cost $'27 Cost Hours Cost Diem Etc. Rental EXPENSES
Project Manage m ent 2 $144 2 $54 4 $198 $10 $10 $20 $218
Preliminary Plan 4 $28S 8 $376 12 SS8S 24 $1,252 $10 $10 $20 $1,272
Owne r Review 1 $72 1 $47 2 $119 $119
Final Desi gn 1 $72 2 $94 2 $98 5 $264 $264
Assllme s construction du ring cover project
QA/OC 1 $72 1 $72 $72
TOTAL 2 $144 7 $504 11 $517 14 $686 2 $54 36 $1 ,905 $20 $20 $40 $1 ,945
EXHIBIT E
HKM ENGINEERING, INC.
May 11 , 2001
Prepared By: a inl Li~e
Lyman Creek Reservoir Pha sa II
Task 25 - PRV Calabration
LABOR HOURS AND COSTS
Project Senior Slaff Senior Two Man Support! TOTAL Lodgi ng Supplies, Oulside TOTAL
Manaoer ProFessional P rote ssional Technician Se rvev Crew Clerical LABOR and Copies. CoosulU TOTAL LABOR
DESCRIPTION Hrs@ Total Hrs@ Total Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total I Total Travel Per Postage. Lab Equip EXPENSES AND
$72 Cost $72 CosI $47 CosI $49 Cost $74 CosI $27 CosI Hours CosI Diem Elc. Rental EXPENSES
Ve rticaJ Su rvey 1 $72 4 $188 20 $1,480 25 $1.74C $15 $10 $25 $1,765
Wale r Modeli ng 1 $72 8 $576 24 $1.128 33 $1,776 $1,776
Tech. Memo. 2 $144 2 $144 16 $752 8 $216 28 $1.256 $10 $10 $1,266
P raje cl Manageme n l 2 $144 2 $54 4 $HlS $196
OAIQC 2 $144 2 $144 $10 $10 $154
TOTAL 6 $432- 12 $864 44 $2,068 20 $1,4llO 10 $270 92 $5,114 $15 $30 $4S $S,159
EXHIBIT E
HKM ENGINEERING, INC.
May 11,2001
Prepared By: Clint Litle
Lyman Creel< Reservoir Phase II
Task 26 - Pump Replacement
LABOR HOURS AND COSTS
Project Senior Statt Senior Two Man Support! TOTAL Lodging Supplies, Outside TOTAL
Manaoer Professional Professional T <>ehnician Se rvev Crew aencal LABOR end Copies, ConsulU TOTAl LABOR
DESCRIPTION Hrs@ Total Hrs @ Total Hrs @ Total Hrs@ Total Hrs@ Total Hrs@ Total Hour.; I Tolal Travel Per Postage. Lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $49 Cost $74 Cost $27 Cost Cost Diem Etc. Rental EXPENSES
Pum P Replacement 4 $2BS 8 $.376 8 $392 2 $54 22 $1.11C $100 $30 $10 $140 $1 ,250
SpecJ fications 2 $144 8 $376 2 $54 12 $574 $574
Project Managemenl 2 $144 1 $27 3 $171 $171
QAlQC 2 $144 2 $144 $10 $10 $154
TOTAL 2 $144 8 $576 16 $752 8 $392 5 $135 39 $1,999 $100 $30 $20 $150 $2,149
EXHIBIT E
HKM ENGINEERING, INC.
May 11.2001
Prepared By: Oint Utle
Lyman Creek Reservoir Phas.o II
Task 27 - Control I Electrical I Telemetry S yslems
LABOR HOURS AND COSTS
..
ProjEl<:t Senior Staff Senior TWD Man Support! TOTAl Lodging Supplies, Outside TOTAL
Manao. r Professional Profe ..ional Technician Sa lVev Crew Clerical LABOR and Copies, ConsuiU TOTAL LABOR
DESCRIPTION Hrs @ Total Hrs@ Totai Hrs@ TotaJ Hrs@ Total Hrs @ Total Hrs @ Total I Total Travel Per Postage, lab Equip EXPENSES AND
$72 Cost $72 Cost $47 Cost $49 Cost $74 Cost $27 Cost Hours Cost Diem Etc. Rental EXPENSES
Project Managem ent 20 $1,440 4 SlOB 24 Sl,548 $1,548
Control I EI ectricaJ I Telemetry $9,500 $9 ,500 $9,SOC
TOTAL 20 $1,440 4 $1OB 24 $1,548 $9,500 $9,500 $11,048
EXHIBIT E
HKM ENGINEERING, INC.
May 11. 2001
Prepared By: Oint LJUe
Lyman C<eek Reservoir Phase II
Task 28 -Automated Guagi r>g SIa ti on
LABOR HOURS AND COSTS
..
Proiaet Senior Staff Senior Two Man Support! TOTAL Lodging Supplies, Outside TOTAL
Manager P rofessiooaJ Professional Technician Se Nev Crew Oencal LABOR and C<lpie s. ConsultJ TOTAL lABOR
DESCRIPTION Hrs@ Tolal H",@ Total H",@ Total Hrs@ Total H",@ Total H",@ Total I TotaJ Travel Per Poslage, Lab Equip EXPENSES AND
$72 C<lst $72 C<lst $47 Cost $49 C<lst $74 Cost $27 Cost Hours C<lst [)jem Ere. Rental EXPENSES
Mele rials research 8 $576 8 $576 $10 $10 $2C $596
Slonn Wale r Modeling a $376 a $376 $376
Auto. Guage Plan 12 $864 20 $980 32 $1,844 $1,844
Specifications 8 $576 8 $392 4 $108 20 $1.076 $1,076
EngIl\&&rs Estimale 4 $288 a $376 12 $664 $664
Coorispondance 2 $54 2 $54 $54
Pe nnitting 20 $1 ,440 20 $1 ,440 $1,440
Project Management 4 $288 2 $54 6 $.'342 $10 $10 $352
QAfOC 2 $144 2 $144 $10 $10 $154
PRY Vault COIIers 2 $144 4 $288 4 $188 8 $392 18 $1,012 $1,aU
TOTAL 6 $432 58 $4,176 20 $940 36 $1,764 8 $216 128 $7,528 $10 $30 $40 $7,568
....
. '
,
.
"
EXlllBIT F
TO ADDENDUM NO.1 TO AGREElVIENT BETWEEN OWNER AND
ENGINEER FOR PROFESSIONAL SERVICES
A DETAILED SCOPE OF SERVICES
This Exhibit is attached to, made a part of and incorporated by reference with the Agreement made
on June 5, 2000, between CITY OF BOZEMAN (OWNER) and HKM Engineering (ENGINEER)
(formerly MSE-HKM Engineering) providing for professional engineering services.
1.1 Lyman Creek Reservoir Improvements Project
The CONSULTANT will complete the outlined scope of work required for the preparation of plans,
specifications, project manual, engineering studies, estimates of probable construction cost for the
CITY OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT.
The Lyman Creek Reservoir project shall include twenty (21) basic tasks for improvement of the
reservoir, booster station, and spring collection gallery:
Task 8 - Additional Study / Alternate / Estimate Phase Services
Purpose: The following additional services were provided during the Study Phase of the project
(Tasks 1 - 7).
Geotechnical Investigation
To save mobilization costs of the drilling equipment, drilling and testing beyond the original scope
of services was completed in anticipation of the required foundation design that will be needed for
the design of the rigid cover. No additional geotechnical fieldwork with the exception of coring the
reservoir floor slab will be needed for the foundation design.
Spring Development
Additional study, preliminary design, and estimates for a Spring Guageing Station was completed
beyond the original scope of service.
"
~,
. '
05/11/01
Radon Abatement
Radon abatement within the Spring water was not anticipated within the original scope of services.
Additional study, preliminary design and estimates were completed to address and mitigate radon
gas abatement.
Control Building Replacement
Replacement of the existing Control Building at the Reservoir site was not anticipated within the
original scope of services. Additional study, preliminary design and estimates were completed to
address the replacement of the Control Building and Outlet Building.
Task 9 ~~ Budget Management / Work Plan
Purpose: The task is for budget management, preparation, and up dating of the project work plan
and scheduling throughout the duration of the project.
Procedure: Utilizing Microsoft Project and BFD accounting software, a project budget, work plan
and schedule will be developed for the management of the project. These three items will be up
dated on a monthly basis to track the status of the project.
Products: In conjunction with the monthly invoice to the City, HKM will submit an up dated
project budget, work plan, and project schedule.
Task 10 -- Concrete Panel Repair
Purpose: This task is for the preparation of a plan for the repair of the existing concrete panels
within the reservoir basin. The majority of the existing concrete panels are approximately 90 years
old and have developed panel and joint cracks that require repair prior to the installation of a liner to
seal the reservoir. The primary purpose of the repair is to provide a consistent, smooth surface that
will provide adequate backing to the liner and not puncture or over stress the liner.
Procedure: Based on the preliminary research completed under Technical Memorandum No.2 for
the repair of the concrete panels, and a design development meeting with the Owner, additional
product and repair methodology research will be conducted for the selection of the final repair
approach. A preliminary plan, specifications, and engineers estimate will then be prepared for
\\Sorver\ProjectslDlv, Q4\4M229, 135\Lyman Mast... Oe.lgn Scope 4-17'()1,doc 2
05111101 @ 11:52AM
05/11/01
submittal to the Owner and review jurisdictions. Based on the Owner and the review jurisdiction
comments a final plan, specifications, and engineers estimate will be prepared.
Products: preliminary and final plans, specifications, and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 11- Poly~Iiner and Drain System
Purpose: This task is for the preparation of a plan for the installation of an under-drain and basin
liner system for the sealing of the existing concrete reservoir basin. The existing basin leaks at an
estimated rate of 250 - 300 GPM. The liner system will seal the reservoir eliminating the leakage.
The under-drain is intended to provide groundwater drainage between the liner and the existing
concrete panel so that when the reservoir is drained the liner will not float potentially damaging the
liner.
Procedure: Based on the preliminary research completed under Technical Memorandum No.2 for
the sealing of the concrete panels, and a design development meeting with the Owner, additional
drainage and liner product research will be conducted for the selection of the final under-drain and
liner system. A preliminary plan, specifications, and engineers estimate will then be prepared for
submittal to the Owner and review jurisdictions. Based on the Owner and the review jurisdiction
comments a final plan, specifications, and engineers estimate will be prepared.
Products: preliminary and final plans, specifications, and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 12 -- Baffle System
Purpose: This task is for the preparation of a plan for the installation of a passive baffling system
installed within the reservoir. The purpose of the baffling system is to minimize short circuit flow
between the inlet to the outlet of the reservoir which will enhance chorine contact time and reduce
stagnate areas with the reservoir.
Procedure: Based on the preliminary research completed under Technical Memorandum No.2 for a
baffling system, and a design development meeting with the Owner, additional product and flow
analysis will be conducted for the selection of the final baffle system materials and configuration.
A preliminary plan, specifications, and engineers estimate will then be prepared for submittal to the
l\ServerlProjectslDlv. 04\4M229.135\Lymen Master Design Scope 4-17.Ql.doc 3
05111,\)1 @ 11:52AM
I ~
05/11/01
Owner and review jurisdictions. Based on the Owner and the review jurisdiction comments a final
plan, specifications, and engineers estimate will be prepared.
Products: preliminary and final plans, specifications, and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 13 -- Precast Roof System
Purpose: This task is for the preparation of a plan for the installation of a pre-cast concrete roof
system over the existing reservoir. The pre-cast cover will provide a long term, low maintenance
means of covering the reservoir. The cover will isolate the reservoir from environmental factors,
ducks, geese, and small rodents that could potentially degrade the water quality of the reservoir.
The cover will also provide a controlled climate that will enhance the life expectancy of the
proposed liner and baffle, treat for radon gas, and minimize algae growth within the reservoir.
Procedure: Based on the preliminary research completed under Technical Memorandum No.2 for a
pre-cast roofing system, and a design development meeting with the Owner, additional material and
product research will be conducted for the selection of the tinal cover configuration. HKM will
then proceed with the structural and HV AC (Con'eer Engineering) design of the cover preparing
preliminary plans, specifications, and engineers estimates for submittal to the Owner and review
jurisdictions.
Specific tasks include the following items:
Structural: Design a cast-in-place concrete wall and footing system around the perimeter of
the reservoir and design a coluIIUl and beam system for the interior of the reservoir to support a new
precast double tee roof system. The precast tees will be fastened together to provide a horizontal
diaphragm to resist seismic and wind loads.
HV AC: This task is for the preparation of plans for the installation of a space ventilation
system to control the space humidity and remove radon from the water. The humidity level will be
controlled below 80%. The space will be ventilated with drier outside air thereby reducing the
humidity within the building. During the ventilation process the space will be maintained at a
negative pressure versus the atmospheric pressure to draw outside air into the building. This lower
pressure will cause any radon contained with in the water to escape into the air within the building,
which will then be vented to atmosphere as part of the humidity control system.
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Based on the Owner and the review jurisdiction comments a final plan, specitIcations, and engineers
estimate will be prepared.
Products: preliminary and final plans, specifications and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 14 ~~ Geotechnical Evaluation
Purpose: This task is for the completion of additional geotechnical evaluation for the foundation
design associated with a pre-cast concrete cover. The combined effects of the concrete cover
loading and zone 3 seismic requirements will generate substantial foundation loads. The majority of
the field work (drilling, test pits) and soil samples for the geotechnical evaluation were completed
under Technical Memorandum No.3 with the exception of the soil testing directly beneath the
reservoir. It was not- practical to test the soil conditions directly beneath the reservoir during the
initial testing, because it would have required coring of the floor stabs of the reservoir that could
have further compromised the seal of the reservoir. The soil conditions beneath the reservoir are of
considerable importance with the support column system proposed with a pre-cast roof system.
Procedure: This shall be a two step task. Prior to starting the structural design of the cover a
geotechnical report will be prepared based on the drilling and soil samples taken during the
completion of Technical Memorandum No.3. The report will focus on column and perimeter
footing loading and soil compression requirements.
Step2 will be completed when the reservoir is drained in anticipation of the bidding and
construction of the reservoir improvements and to facilitate the de-watering of the surrounding soils.
With the reservoir drained the floor slabs should be cored at future column locations and soil
samples be taken for strength and compression property testing. Based on these soil tests the
foundation assumptions will be verified and the column footing designs modified if needed.
Products: A Geotechnical Report will be prepared documenting soil conditions and recommended
soil loading. The report will be utilized for design and bidding purposes.
Task 15 -~ Control Building
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,
,
Purpose: This task is for the preparation of a plan for the demolition and reconstruction of a control
building at the Lyman Creek Reservoir site. The existing control building is in poor condition and
is undersized for the proposed electrical control, chlorination, fluoride, and telemetry equipment
proposed for the facility.
Procedure: Based on the preliminary research completed under Technical Memorandum No.2 for a
replacement control building, and a design development meeting with the Owner, a preliminary
architectural plan (Place Architecture), specifications, and engineers estimate will then be prepared
for submittal to the Owner and review jurisdictions. Based on the Owners and the review
jurisdiction comments a final plan, specification and engineers estimate will be prepared. This task
is for the design of a building only. Subsequent tasks address the electrical and mechanical
equipment and systems contained within the building. HKM will submit plans and specifications to
the City Building Department to obtain building permit. Owner will pay for the cost of this permit.
Products: preliminary and final plans, specifications, and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 16 -- Outlet Vault / Building
Purpose: This task is for the preparation of a plan for the installation of a vault or building at the
outlet from the reservoir. The vault / building will monitor chorine residual at the outlet from the
reservoir and inject additional liquid chlorine into the line if residual levels fall below standard.
Procedure: Based on the preliminary research completed under Technical Memorandum No.2 for
an outlet vault or building, and a design development meeting with the Owner, a preliminary plan,
specifications, and engineers estimate will then be prepared for submittal to the Owner and review
jurisdictions. Based on the Owners and the review jurisdiction comments a final plan,
specifications, and engineers estimate will be prepared. This task is for the design of a building or
vault only. Subsequent tasks address the electrical and mechanical equipment and systems
contained within the building. If necessary for the structure selected, HKM will submit plans and
specifications to the City Building Department to obtain the building permit. Owner will pay for the
cost of this permit.
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Products: preliminary and final plans, specifications and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Step 17 -- Control/Electrical/Telemetry Systems
Purpose: This task is for the preparation of plans for the installation of control, electrical, and
telemetry systems within the proposed control building and outlet vault. The existing control
systems at the reservoir are in poor condition and out of date, with replacement parts difficult to find
and expensive to purchase. In addition, the reservoir currently does not have telemetry systems that
would allow the operation of the facility remotely from the Water Treatment Plant or City Shops.
Procedure: Based upon the preliminary plan developed under Technical Memorandum NO.2 for
the instrumentation and control system, preliminary plans, specifications, and engineers estimate
will be prepared for submittal to the Owner and review jurisdictions. At least one design
development meeting with the Owner will be required to refine the control and interface parameters
of the system. Based upon Owner and review jurisdiction comments, final plans, specifications and
engineer's estimate will be prepared.
Specific tasks include the following items:
Electrical: Create wiring and equipment plans for new control building electrical service and
control system wiring. Design emergency backup power system and lightning protection system.
PLC Control/SCADA: Create detailed specifications defining the control sequences and
control parameters to be implemented by the PLC controller. Create specification for PLC
equipment and required auxiliary control devices. Define and specify the HMI interfaces required
for operator control and to implement the SCADA features outlined in Technical Memorandum No.
2.
Telemetry: Detailed specification for radio telemetry system as required to implement the desired
SCADA features.
Products: preliminary and final plans, specifications and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
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Task 18 .. Pipe Works
Purpose: This task is for the preparation of a plan for the demolition and reconstruction of the pipe
works connecting the proposed control building with the transmission main from the collection
gallery and the reservoir inlet.
Procedure: Based upon design development meetings with the Owner and the preliminary plan
developed under Technical Memorandum No.2 for modifications to the reservoir inlet piping,
preliminary plans, specifications and engineers estimate will be prepared for submittal to the Owner
and review jurisdictions. Based upon Owner and review jurisdiction comments, final plans,
specifications and engineer's estimate will be prepared. Depending on the expected accuracy of the
as-built drawings, it may be cost effective for the Owner to field locate the relevant pipelines prior
to finalizing the plans and specifications.
Products: preliminary and final plans, specifications, and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 19 -- Chlorine / Fluoride
Purpose: This task is for the preparation of a plan for the installation of liquid chorine and fluoride
injection system within the proposed control building. The existing chorine system is a gas system,
which presents health risks to the operators and should be replaced with a significantly safer liquid
chorine injection system.
Procedure: Based upon design development meetings with the Owner and the preliminary plan
developed under Technical Memorandum NO.2 for modifications to the chemical feed systems,
preliminary plans, specifications, and an engineers estimate will be prepared and submitted to the
Owner and review jurisdictions. Based upon Owner and review jurisdiction comments, final plans,
specifications and engineer's estimate will be prepared.
Products: preliminary and final plans, specifications and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 20 ~~ City / State Review
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Purpose: This task is for the effort for the coordination, meetings, e-mails, and telephone calls
associated with the submittal and jurisdictional review of the project.
Procedure: The preliminary plan set and specifications for the project will be initially submitted to
the Owner for review. Upon Owner direction the plans and specifications will be submitted to
MDEQ for review.
Products: NA
Task 21 -~ Finalize Plans
Purpose: This task is for the preparation of final plans, specifications, and bid documents based on
Owner and MDEQ review.
Procedure: Upon receipt of review comments from the Owner and MDEQ the preliminary plans
and specifications will be revised based on said comments and resubmitted for final approval.
Products: Contractor ready final plans, specifications and bid documents.
Task 22 - Project Bidding
Purpose: This task is for the effort to assist the Owner in the bidding of the project.
Procedure: HKM Engineering will provide (print) final plans, specifications and bid documents to
regional plan rooms (4 maximum) and contractors upon request and receipt of a non-refundable
plan deposit. HKM will maintain a plan holders list, address contractor questions, conduct a pre~bid
meeting, and prepare plan addendum as required. Upon the bidding the project HKM will review
the bids for completeness and accuracy, prepare bid tabulation and report to the Owner on which
contract is the apparent lowest responsive bidder. Verification of contractor qualifications and bid
advertising costs are not covered by the task.
Products: Printing of final plans, specifications and bid documents. Preparation of addendum(s),
bid tabulation and report to Owner on apparent lowest responsible bidder.
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Task 23 - Construction Administration / Material Testing
Purpose: This task provides contract administration of the construction contract, inspection during
construction activities, and material testing services during constluction for Lyman Creek Reservoir
(excludes Booster Station and Collection gallery).
Procedure: HKM will provide a full time Resident Project Representative (RPR) for the duration of
the construction contract for Lyman Creek Reservoir (excluding Booster Station and Collection
Gallery). The RPR is responsible for contract administration, observing the progress of
construction, documenting construction activities, and observing the work to determine to the
greatest extent possible that the work conforms with the Contract Documents. HKM will also
conduct a substantial completion inspection and final inspection to determine if the Contractor has
met the requirements of the Contract Documents.
Products: HKM will conduct field reviews and approvals, conduct tests, monitor the construction
progress and quality of the work, provide written documentation of activities and observations,
anticipate and resolve problems that may threaten the success of the project, and reject substandard
work, materials or equipment. Copies of daily and weekly reports will be provided to the Owner.
HKM will review schedules, shop drawings and samples, progress payment requests, certificates,
and maintenance and operations manuals. HKM will serve as the liaison between Contractor and
Owner. HKM will maintain at the job site orderly files for correspondence, reports of job
conferences, shop drawings and samples, reproduction of original Contract Documents including all
work directive changes, addenda, change orders, field orders, additional drawings issued subsequent
to the execution of the Contract, Engineer's clarifications and interpretations of the Contract
Documents, progress reports, photos, and other project related documents.
Lvman Creek Reservoir Embankment Stabilitv
Task 24 -- Embankment Repair
Purpose: This task is for the preparation of a plan for stabilizing the earthen embankment at the
southwest end of the reservoir. The embankment has experience surface sloughing over recent
years due to inadequate storm water drainage and is in need of stabilization and repair.
Procedure: Based upon design development meetings with the Owner and the preliminary plan
developed under Technical Memorandum No.3 for the repair of the embankment, preliminary
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plans, specifications and an engineers estimate will be prepared and submitted to the Owner and
review jurisdictions. Based upon Owner and review jurisdiction comments, final plans,
specifications, and engineer's estimate will be prepared.
Products: preliminary and final plans, specifications and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Booster Station
Task 25 .~ PRY Calibration
Purpose: This task is for the calibration of the pressure reducing valves (PRV) interconnecting the
north, south and northwest pressure zones within the Bozeman Water System. Based on the
research and computer modeling completed for the preparation of Technical Memorandum NO.6
the pressure settings of the PR V's are out of calibration causing unbalanced flow between the
pressure zones. To maximize the utilization of the Lyman Creek Reservoir it is critical that the
PRY's be properly calibrated to maximize flow from the reservoir.
Procedure: A comprehensive vertical (elevation) survey will be conducted to determine the
elevation of all PRY's connecting the north, south, and northwest pressure zones. Concurrent with
elevation survey PRY vaults will be as~built recording pipe and valve configuration, PRY model
and current pressure settings. Based on this survey the computer model of Bozeman Water system
will be up~dated and computer scenarios ran to determine the most efficient PRY setting to
maximize utilization of Lyman Creek Reservoir.
Products: A Technical Memorandum will be prepared reporting survey and computer modeling
results. The memo will also provide recommended PRY settings.
Task 26 -~ Pump Replacement
Purpose: This task is for the preparation of a plan for the replacement of the damaged pump at the
Booster Station. The damaged pump has a broken pump casing and is inoperable. For the
utilization of the Booster Station to pump water from the North Pressure Zone to the South Zone the
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pump will need to be replaced.
Procedure: The Booster Station pipe works and pumps will be as built and a preliminary plan,
specifications, and engineers estimate will then be prepared for submittal to the Owner and review
jurisdictions. Based on the Owners and the review jurisdiction comments a final plan, specification
and engineers estimate will be prepared.
Products: preliminary and final plans, specifications and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Task 27 -- Control/Electrical/Telemetry Systems
Purpose: This task is for the preparation of plans for the removal and re~installation of control,
electrical, and telemetry systems within the existing Booster Station. The existing control systems at
the Booster Station are in poor condition, out of date, with replacement parts difficult to find and
expensive to purchase. In addition, the Booster Station currently does not have telemetry systems
that would allow the operation of the facility remotely from the Water Treatment Plant or City
Shops.
Procedure: Based upon design development meetings with the Owner and the preliminary plan
developed under Technical Memorandum No.4 for the instrumentation and control system,
preliminary plans, specifications and engineers estimate will be prepared for submittal to the Owner
and review jurisdictions. Based upon Owner and review jurisdiction comments, final plans,
specifications and engineer's estimate will be prepared.
Electrical: Create wiring and equipment plan for upgraded booster station electrical service
and control system wiring. Design emergency backup power system and surge protection system.
PLC Control/SCADA: Create detailed specifications defining the control sequences and
control parameters to be implemented by the PLC controller. Create specification for PLC
equipment and required auxiliary control devices. Define and specify the HNII interfaces required
for operator control and to implement the SCADA features outlined in Technical Memorandum No.
4.
Telemetry: Detailed specification for radio telemetry system as required to implement the
desired SCADA features.
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Products: preliminary and final plans, specifications and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
Sprim! Collection Gallery Recommendations
Step 28 nAutomated Gauging Station
Purpose: This task is for the preparation of a plan for the installation of automated all-weather
stream gauging station just downstream of the collection gallery manhole. The purpose of the
gauging station is to determine the efficiency of the existing collection gallery and the available of
additional stream tlow that could be potentially collected and routed to Lyman Creek Reservoir.
Procedure: Based on the preliminary research completed under Technical Memorandum No.5 for
the collection gallery, and a design development meeting with the Owner, a preliminary plan,
specifications, and engineers estimate will then be prepared for submittal to the Owner and review
jurisdictions. Based on the Owners and the review jurisdiction comments a final plan, specification
and engineers estimate will be prepared. This task also includes the design of precast concrete lids
on the PR V stations along the transmission main between the collection gallery and reservoir.
Products: preliminary and final plans, specification6 and engineers estimates will be prepared for
Owner review and subsequent inclusion in the bid documents.
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~
Project Schedule
L)'man Creek Resen'oir Design I Construction Schedule
Ma)" 11, 2001
Task
DESIGN PHASE
Contract Negotiation
Preliminary Design
Owner Review
MDEQ Review
Final Design
O'\ner Review ./ Approval
MDEQ Review / Apprm'a1
BID PHASE
Ad,'ertising
Bid Opening
Bid Review
A ward
Notice to Proceed
COXSTRL:CTIOX PHASE
S ubmi tta1 s
Mobilization
Drain and Clean Basin
Demolition
Footings
Columns
Beams
Grouting
Liner
Baflles
Pre-Cast Roof
Roof Membrane
Proj ect Start -up,' Training
Contol Building
Collection Gallery Meter
PROJECT CLOSE-OUT
Contract Document Close-out
O&M Manual
As-8uilts
Warranty Review
April
JW1e
2001
Aug
2002
May JW1e
Od
Feb
Sept
Dei:
Mar
April
July
Aug
July
Sept
Oct
Nov
Jan
May
..
Project Schedule
, I
Amendment No.2
For
Lyman Creek
Reservoir Improvements
Prepared For:
City of Bozeman
P.O. Box 1230
20 East Olive
Bozeman, MT 59771
Prepared By:
601 Nikles Drive, Suite 2
Bozeman, MT 59715
May 15,2002
AMENDMENT NO.2 to PROFESSIONAL SERVICES AGREEMENT
CITY OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT
THIS AGREEMENT is made as of this 24th day of June, 2002 between THE
CITY OF BOZEMAN, a Municipal Corporation, Bozeman, Montana, herein referred to as
OWNER and HKM Engineering, Inc., formerly MSE-HKM Inc., an Engineering Consulting
Firm of Bozeman, Montana, herein referred to as ENGINEER.
WHEREAS the parties have entered into a Professional Services Agreement dated June 5, 2000,
herein referred to as Original Agreement and Amendment No. 1 dated June 11, 2001 for
professional engineering services for the Lyman Creek Reservoir Improvement Project; and
WHEREAS, the parties desire to amend the provisions of the Original Agreement by adding to the
original scope of services for the ENGINEER to provide design services for the Radon Stripping
Tower, Septic System and Security System, and other miscellaneous tasks associated with the
project.
NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS CONTAINED
HEREIN, the parties agree to amend the original contract as follows:
ARTICLE 1 - ENGINEERING SERVICES
1.1. The following additional tasks shall be added to the original contract scope of services. A
detailed description of the scope of services is described as follows:
The CONSULT ANT will complete the outlined scope of work requircd for the
preparation of construction plans, specifications, estimates of probable construction
costs, project bidding, and construction administration for the CITY OF BOZEMAN
LYMAN CREEK RESER VOIR IMPROVEMENTS PROJECT. The project in
which the aforementioned services are to be provided include thirty-one (31) basic
tasks.
Tasks I - 7 - Original Contract Scope of Services
Tasks 8 - 28 Amendment No. 1
Task 29 - Radon Stripping Tower
This task is for the design and permitting of a Radon Stripping Tower for the
removal of radon gas from the raw water source into the reservoir. The task
includes all architectural, mechanical, structural and electrical design for the
preparation of contractor ready plans and specifications.
, '
Task 30 ~ Septic Design
This task is for the design of an on~site septic design including a septic tank, dose
tank and pressure dose drainfield. Also included is the preparation of a non~
degradation analysis and joint application to the Gallatin County Health
Department and MDEQ.
Task 31 ~ Security System
This task is for the design of a security system for the proposed control building
at the reservoir.
ARTICLE 2 - ENGINEER'S RESPONSIBILITIES
This Article unchanged.
ARTICLE 3 - OWNER'S RESPONSIBILITIES
This Article unchanged.
ARTICLE 4 - BASIC ENGINEERING SERVICES
This Article unchanged from Amendment No.1,
ARTICLE 5 - ADDITIONAL SERVICES
This Article unchanged.
ARTICLE 6 - COMPENSATION FOR ENGINEERING SERVICES
6.1 COST PAYMENT FOR BASIC SERVICES OF, EXPENSES OF, AND FIXED FEE
FOR ENGINEER. The following cost plus fixed fee is for additional services provided
under Tasks 29 through 31 and is in addition to the original contract and Amendment
No. 1 compensation. Professional engineering services performed as Basic Engineering
Services under Sections 4.1 through 4.3 shall be compensated in accordance with the
following
6.1.1 Payroll Costs, The ENGINEER will be reimbursed for the actual payroll costs as
set f011b in Section 7.3, at a 2.63 multiplier for the time such employees are
directly utilized on work necessary to fulfill the tenns of this Agreement.
6.1.2 Reimbursable Expenses, The ENGINEER will be reimbursed for actual out~of~
pocket expenses as specified in Section 7.4.
Except as specifically amended herein, the Original Agreement of June 5, 2000 shall remain in full
force and effect, and the parties shall be bound by all terms and conditions therein.
IN WITNESS WHEREOF, the parties hereto do make and execute this Agreement on the day and
year first above written.
BY:
ATTEST:
By:()~J h~
Robin L. Sullivan
(Clerk of Commission)
APPROVED AS TO FORM
B~C~-
ENGINEER
BY:
'" 03_".
Prs ~ ~ l ~0J."t=
ITS:
ATTEST; ~
~U0 I) u;JJc
BY:
).' ..
EXHIBIT "E"
Lyman Creek Improvement Prllject
Enjtineering Service Al!;recmcnt
Addendum Nil. 2
May IS, 2002
~~i~~t~~~~!I!iQ~Ul$U1i~I~~iliWpW:efjill!jjiillj:';1
Clint Litle, P.E. (Project Manager)
Jess Fortune (Staff Stmctural Engineer)
Rocky Holt (AutoCAD Techniciun)
Kevin Jolmson, P.E. (Stull'Engineer)
Curt Krenik (AutoCAD Technicain)
Janice Lennick (Clerical)
Robin Parks (Clcrcal)
Dax Simek (Stall" Engineer)
Con'eer Engineering (Electrical & Mechanical)
Place Architecture
Labor Subtotal
'j"iHQmi:i::[Ii8!~~y:~f~:I!i:14'iilnpHer;%;;Ui@j~t~tf!'illj;E~il
J650 $2X,IO 2.63 $1,219.40
2400 $IX,OO 2.63 $1,136.16
19.00 $19.35 2.63 $966.92
5X.50 $23.00 2.63 $3,538.67
2700 $15.75 2.63 $I,IIXAI
l.OO $12.75 2.63 $33,53
4.00 $1l.OO 2.63 $115,72
500 $17()() 2.63 $223.55
$1,444.00
$X,(,09.47
$IX,405.X2
Subtotal
$18,405, X2
Lump Sum Vec Per Section 6, I ,3
$2,209.00
Total
$20,614.82
l'l1.;!UB;f$~~n~~l~iH,"::::::::::::::!:l0jj:ill;;iHQilii~'0:'r0tz;G1?ayt{li1iili.M\implt~~illI
Jim Potts (1Iydrogeoligisl) 37.50 $22. 10 2.63
CK May Construction (Soil Logs)
MDEQ (Submittal Fee)
MontanaMicrobiology (Lab Test)
Labor Subtotal
i;i;J1$ta(!\:l!i"1
$2,179.61
$30 1,00
$.U5.00
$27.00
$2.832.(, I
Subtotal
$2,832.61
Lump Sum Fec Per Section (i. 1.3
$340.00
Total
$3,172.61
111@~;~t"M~~ciinty;SY(Q~~10;"':' :':i'j";:'i;0'N~;:i:iHQiIf$II;I:::! :\iljay)~htii;.:]:JjNttil!jpll~jiffl;.i'.i'iji.fio~aF:'l
Con'eer Engineering $475.00
Labor Subtotal $475.00
Subtotal
$475,00
Lump Sum Fee Per Section 6, I..'
$5700
'rotal
$532.00
Total Lump Sum fee Per Section (, 1.3
$2,60600
Tohll Cost Plus Lump Sum Fee
$24,3 I 9A3
, ,
10
AMENDMENT No. 3 to PROFESSIONAL SERVICES AGREEMENT
CITY OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT
THIS AGREEMENT is made as of this 27th day of January. 2003 between TIlE
CITY OF BOZEMAN, a Municipal Corporation, Bozeman, Montana, herein referred to as
OWNER and HKM Engineering, Inc., formerly MSE-HKM Inc., an Engineering Consulting Fiml
of Bozeman, Montana, herein referred to as ENGINEER.
WHEREAS the parties have entered into a Professional Services Agreement dated June 5, 2000,
herein referred to as Original Agreement and Amendment(s) No. I and 2 for professional engineering
services for the Lyman Creek Reservoir Improvement Project; and
WHEREAS, the parties desire to amend the provisions of Amendment NO.1 to provide additional
compensation to the ENGINEER due to additional services and duration during the Construction
Phase of the project.
NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS CONTAINED
HEREIN, the parties agree to amend the original contract as follows:
6.2 DIRECT LABOR COST PAYMENT FOR BASIC SERVICES AND EXPENSES
OF ENGINEER.
Bidding, Construction and project documentation services performed as Basic Engineering
Services (Tasks 22 and 23) under sections 4.5 through 4.7 including General Administration of
Construction Contract, Resident Project Representation, Project Documentation, and
Construction Testing, shall be compensated in accordance with the following:
6.2.1 The OWNER shall pay for Construction Phase and Project Documentation
Services an amount not to exceed $156,919.00 except as provided under 6.2.1.2 and 6.2.4.
Except as specifically amended herein, the Original Agreement of June 5, 2000 and Amendments
No. 1 and 2 shall remain in full force and effect, and the parties shall be bound by all terms and
conditions therein.
. .
IN WITNESS WHEREOF, the parties hereto do make and execute this Agreement on the day and
year first above written.
A~
BY. ~J ~~
Robin L. Sullivan
(Clerk of Commission)
ENG~ ~
BY ~ Q) . ro
ITS: P t2 ~.s ide I'\J t
ATTEST;
BY: ~(f)(1) rJmm
CITY OF BOZEMAN
\ .
'By-"A ,~..~l
City Manager
,
Lyman Cr~ek Huur I'rojediull
1<:XHIHIT A
l.lllWll lludgd
f :-~ ....--.. :--'.-~"":".'-'.'-"-"" _...n._____......___.._______.
N",'emher
--~--------~---"r- M'~li-Tlillillg RaifWl/ml II/K/021
LI!IPI"YlY R~lle_ _
Parks $1'.00 2-')'i $.1',.'10 'i I
Nid.crs'.1I1 $lO.OO 295 $29.50 3 2,5
IlnII $20.fO 2<;5 $S'J.30 3
Jnllll""1 $?'U5 2<)'i $7'i.96 7j IO.'i
I.itle $.\IlOO 2'J5 $K8.'iO 2.5 2
JlLvicl'vic, $1135 2')'i $33.4X 2 4.'i
.",,,illi $;0 00 2.9'i $OO.'iO 2 2
Il'-lrlJcf $17.'iO 2.95 $'i1.63 4
SIJ<lkr j,14_~0 29'i Hno 5 9
t-,lilbufll $.WOO 2.9'i j,5900 44 52
SJIIlek $1'.>2'i 2.9'i $56.79 2.5
IJlldulli1l :&30.00 2.'J5 $8K.50 0 0
Ikn:lIlher
11.:.J!.'l'!~'l",,:r
l\uks
11,)11
.I III 1I IStlll
Litle'
JILI/.k-eviel
Smull
Shalel
MillllJlIl
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. .
Amendment No.4
For
Lyman Creek
Reservoir Improvements
Prepared For:
City of Bozeman
P.O. Box 1230
20 East Olive
Bozeman, MT 59771
Prepared By:
601 Nildes Drive, Suite 2
Bozeman, MT 59715
July 9, 2003
,
, ;' ~
; ,....
AMENDMENT No.4 to PROFESSIONAL SERVICES AGREEMENT
CITY OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT
THIS AGREEMENT is made as of this 21 s t day of ,llJ 1 Y . 2003 between THE
CITY OF BOZEMAN, a Municipal Corporation, Bozeman, Montana, herein referred to as
OWNER and HKM Engineering, Inc., formerly MSE-HKM Inc., an Engineering Consulting
Firm of Bozeman, Montana, herein referrcd to as ENGINEER.
WIIEREAS the parties have entcred into a Profcssional Services Agrccment dated June 5, 2000,
herein rcfcrred to as Original Agreemcnt and Amendmcnt(s) No. I, 2 and 3 for professional
engineering services for the Lyman Creek Resenroirlmprovement Project; and
WHEREAS, the parties desire to amend the provisions of Amendment No. 1,2 and 3 to provide
additional compensation to the ENGINEER due to additional scrviees and duration during the
Construction Phase of the project.
NOW, TIIEREFORE, IN CONSIDERATION OF THE MUTUAl, COVENANTS CONTAINED
HEREIN, the parties agree to amend the original contract as follows:
6.2 DIRECT LABOR COST PAYMENT FOR BASIC SERVICES AND EXPENSES OF
ENGINEER.
Bidding, Construction and project documentation services performed as Basic Engineering Services
(Tasks 22 and 23) under sections 4.5 through 4.7 including Gencral Administration of Construction
Contract, Rcsident Project Rcpresentation, Project Documentation, and Construction Tcsting, shall
be compensated in accordance with the following:
6.2.1 The OWNER shall pay for Construction Phase and Project Documentation Services
an amount not to exceed $186,414.40 except a<; provided under 6.2.1.2 and 6.2.4.
Except as specifically amendcd herein, the Original Agreement of June 5, 2000 and Amendmcnts
No.1, 2, and 3 shall remain in full force and effect, and the parties shall be bound by all terms and
conditions therein.
. '
,
..... L
IN WITNESS WHEREOF, the parties hereto do make and execute this Agreement on the day and
year first above written.
CITY OF BOZEMAN
\
-.l.
4-
BY:
City Manager
ATTEST:
By:rJloI H~
Ro III L. SullIvan
(Clerk of Commission)
ENGINEER
BY: ~. V). -==f 0f
ITS PI? ~ s /(1 ('Iv 1;
ATTES~' /"""" /) /,' ,,' ////
,/ , ,,/1 ... /~,.:.:::.>"'\ "
BY: /;:1 ,.-4~ C----~-~.l1J-,
/
f '
f ~, .~
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AMENDMENT No.5
to
CITY OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT
This Amendment is made as of the ~ day of December ,2004 between The City of Bozeman, a Municipal
Corporation, Bozeman, Montana, hereafter referred to as OWNER and HKM Engineering Inc. (fonnerly MSE-HKM, Inc.) of
Bozeman, Montana, hereafter referred to as ENGINEER.
WHEREAS, the above parties have entered into a Professional Services Agreement dated June 5, 2000, herein referred to as
Original Agreement and Amendments 1 through 4 for professional engineering services for the Lyman Creek Reservoir
Improvement Project; and
WHEREAS, the parties desire to enter into this Amendment No.5 to provide compensation to the ENGINEER for additional
services required due to the extended duration of the Construction Phase of the project.
IN CONSIDERATION OF THE MUTUAL COVENANTS CONTAINED HEREIN and in accordance with ARTICLE 5 -
ADDITIONAL SERVICES of the original Agreement, the parties agree to amend the original Agreement as follows:
ENGINEER has contracted with Florida consultant, I-CORP Intemotional Im:., to identify the location(s) ofleaknge in
the Lyman Creek Reservoir liner by use of special testing equipmentlprocedures. Due to the nature of the services
provided by I-CORP, their work is perfonned on a Time & Materials basis only which precludes ENGINEER from
establishing a finn cost for the conm/Jant's services. I-CORP is estimating that the work can be accomplished in 2
working days but suggests allowing 3 days to provide time for changing the resel1'oir water levels, if necessary. 1-
CORP's estimated budget for 2 and 3 days on site is $13,()()() and $16,500, respectively. The final invoiced cost will be
based on actual, documented time and expenses im:utTed during the project and will be in accordance with I-CORP's
established unit rates (Attaclunent A to this Amendment).
ENGINEER will provide the labor necessary for project administration, work coordination, and direct hands-on
assistatu:e as requested by I-CORP. ENGINEER's estimated cost to support I-CORP's 3 days on site and provide
inspection services during cotTective work by others is $13,670 (see Attaclunent B to this Amendment) but final costs
shall be based on actual, documented time and materials incutTed at the unit rates established in the Original
Agreement.
CutTent Contrru:t value through Amendment tW. 4
$478,501.83
Amendment no. 5 estimate - $30,170:
. I-Corp Intemotional 1m:. (estimate for 3 days on site)
. HKM Engineering Additional Support (estimate)
$16,500.00
$13,670.00
$508,671.83
REVISED ESTIMATED CONTRACT VALUE THROUGH AMENDMENT #5
'es hereto make and execute this Agreement on the day and year first above written.
CITYOFBOZE~
BY:~4.
ITS: City Mana~er
~~;/~
Robin L. Sullivan, Clerk of Commission
. .
7'
. I.CORP INTERNATIONAL Inc.
L
ATIACIIl\{ENT A
A .. 1
~.
GEOMEMBRANE LINER INTEGRITY
LEAK SURVEY SERVICES
Effective 1 January 2004
Labor end Equipment:
Two man team
One man team
Stand-by:
Travel:
Report:
In excess of 8 hrs
one man team
one man team
two copies: Technical
Word Processing
CAD/Graphics
,--.
Weekends/Holidays
Expenses:
Airfares
Airfares
Hotel
Hotel
Meals
Auto/van rental/gas
Shipping/mail/freight / couriers
Mileage
Communications
Delta SkyTeam where possible
Paid by I-CORP
To account of Client where practical
Paid by I-CORP
6072 North Ocean Boulevard
Ocean Ridge, FL 3J4J5 USA
-1-]-561-369-0795 (vox)
+ 1-561-369-0895 [fax)
icorp@geosynthetic.com
www.geosynthetic.com
$3,350/8hr day
$2,950/8hr day
$250/hr
$70G/half day
$ 750/hr
$ 150/hr
$ 45/hr
$ 50/hr
1 .5 above rates
Prepaid
Cost + 10%
Cost + 10%
Cost + 10%
Cost + 10%
Cost + 10%
$O.SO/mi/e
0.5% of fees
· In most cases, I-CORP can mobilize within 48 hr.
· All leaks will be flagged, marked on the liner, identified by floats, or defined by
coordinates.
· Two copies of reports will be provided.
· Water lance surveys require provision of electrically isolated water supply,
submersible pump, and garden hose.
Terms & CondItIons:
A retainer to cover airfares and 25% of esHmated project fees Is required. Final Invoiced
amounts will be based on the actual time and expenses (cost + 10%) incurred during
the project. Interest of 1.5% per month (compounded) will be automatically added to
all amounts outstandIng after 30 days from the dot. of invoicing. Payment of invoices is
due by client invoiced regardless of the involvement of third parlies.
I accept the Terms & Conditions above.
SIgnature:
PrInt Name:
Project:
Oate:
Company:
D:\Ddcuments and Settlngs\kjohnson\Local Settfngs\Temporary Inteme! Files\OlK56\Leak Rate 2004.doc
HKM Engineering Inc.
Attachment B
Project Name: Lyman Creek Reservoir - Leak Detection Services
Project No. 4M229141x15000
Senior Senior TOTAL MA TERIALSI OUTSIDE TOTAL OF
Task Enaineer Technician II LABOR SUPPLlESI CONSUL- TOTAL LABOR
Hrs@ Total Hrs@ Total RENTAL TANTS EXPENSES AND
$ 80 Cost $ 60 Cost Hours Cost EQUIP. EXPENSES
I. Leak Detection & Reoair
A. $ - $ - $ - $ - $ -
B. $ - $ - $ - $ - $ -
C. leak Testina Reservoir 10.0 $ 800 $ - $ 800 $ - $ 800
D. Procure Leak Detection Services 30.0 $ 2,400 $ - $ 2,400 $ - $ 2,400
E. $ - $ - $ - $ - $ -
F. Assist Leak Detection Survey 20.0 $ 1,600 60.0 $ 3,800 $ 5,200 350 $ 350 $ 5,550
G. Corrective Work 16.0 $ 1,280 50.0 $ 3,000 $ 4,280 $ - $ 4,280
H. $ - $ - - $ - $ - $ -
I. Leak Test Reservoir 8.0 $ 640 $ - 8.0 $ 640 $ - $ 640
J. $ - $ - $ - $ - $ -
K $ - $ - $ - $ -
L $ - $ - $ - $ -
Subtotal 84.0 6,720.0 110.0 6,800.0 8.0 13,320.0 350.0 0 350.0 13,670.0
IGRANDTOTAL 1 841 6,7201 1101 6,600 1 81 13,320 I 350 I - I 350 1 13,670
H:\15\X533110\
Lyman Exh B HKM Cost Budget
..
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10122!2tlD4
. fI" ....
...
AMENDMENT No.6
to
CITY OF BOZEMAN LYMAN CREEK RESERVOIR IMPROVEMENT PROJECT
This Amendment is made as of the 22nd day of February ,2005 between The City of Bozeman, a Mnnicipal
Corporation, Bozeman, Montana, hereafter referred to as OWNER and HKM Engineerina: Inc. (formerly MSE-HKM, Inc.) of
Bozeman, Montana, hereafter referred to as ENGINEER.
WHEREAS, the above parties have entered into a Professional Services Agreement dated June 5, 2000, herein referred to as
Original Agreement and Amendments 1 through 5 for professional engineering services associated with the Lyman Creek Reservoir
Improvement Project; and
WHEREAS, the parties desire to enter into this Amendment No.6 to provide compensation to the ENGINEER for additional
services required during the Corrective Work Activities perfonned on the Lyman Creek Reservoir liner.
IN CONSIDERATION OF THE MUTUAL COVENANTS CONTAINED HEREIN and in accordance with ARTICLE 5 -
ADDITIONAL SERVICES of dIe original Agreement, the parties agree to amend the original Agreement as follows:
As authorized by Amendment No. 5 to the original Agreement, a Leak Detection Survey was perfonned on tIre Lyman
Creek Reservoir liner by I-CORP International (Subcontractor) with assistance and construction inspection services
provided by the ENGINEER. ENGINEER was also required to provide additional constTUCtion inspection serviees
during the corrective action work that had to be perfonned by MPC Containment (subcontracted liner installer) after the
Survey was perfonned. Construction inspection services required of ENGINEER during tire corrective action work
activitks exceeded the ENGINEER's estimate approved in Amendment No.5.
This Amendment No.6 autlwrizes additional funding necessary to reimburse the ENGINEER for the cost of actual,
additional inspection serviees during the extended corrective work activitks as follows:
Current Contract value through Amendment TW. 5
$508,671.83
Actual Cost to Complete Leak Survey and ConstTUCtion Inspection........$35,861.49
Estimated Cost to Complete Autlwrized by Amendment no. 5................$30,170.00
Additional Funding Authorized by this Amendment No. 6
$5,691.49
REVISED CONTRACT VALUE THROUGH AMENDMENT #6.......................................... $514,363.32
IN WITNESS WHEREOF, the parties hereto make and execute dils Agreement on dIe day and year first above written.
C~ZE~,
BY A- ~
ITS: City Manager
BY: "
ITS: Weste Mana er
ATIF$~ ~
BYir~
Mgr. of Administration
ATTo/) 10 c./ I /7/7 .
BY:~~ ~~
Robin L. Sullivan, Clerk of Commission
..