HomeMy WebLinkAbout07- Lyman Creek Reservoir Professional Services Agreement, 2007
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LYMAN CREEK RESERVOIR IMPROVEMENTS PROJECT
PROFESSIONAL SERVICES AGREEMENT
THIS IS AN AGREEMENT made as of ~.e.c.~~ r~ , 2007, between
THE CITY OF BOZEMAN, a Municipal Corporation, P.O. Box 1230, Bozeman, Montana,
59715 (OWNER) and Morrison-Maierle, Inc., P.O. Box 1113, Bozeman, Montana, 59718,
(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 and surveying services for the project.
Whereas the ENGINEER represents that it is willing and qualified to perfonn the professional
engineering and surveying 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 A - ENGINEER 'S STATUS
DURING CONSTRUCTION, EXHIBIT B A LISTING OF THE DUTIES,
RESPONSIBILITIES AND LIMIT A nONS OF AUTHORITY OF THE RESIDENT PROJECT
REPRESENTATIVE., EXHIBIT C - SCOPE OF SERVICES FOR LYMAN CREEK
RESERVOIR IMPROVEMENTS PROJECT and EXHIBIT D - ENGINEERING FEE
ESTIMATE are hereby incorporated in and made part of this Agreement.
ARTICLE 1 -ENGINEERING SERVICES
1.1. The detailed description ofthe specific project components is described as follows:
Perform pre-design level engineering services for various improvements at the Lyman Creek Water Supply Site
and at the Sourdough Tank Site.
1.2. The scope of services under this contract are set forth in this agreement and the attached EXHIBITS.
ARTICLE 2 ~ ENGINEER'S RESPONSIBILITIES
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.
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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 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 standards of sound engineering practices.
2.5. The ENGiNEER shall name a Principal-In-Charge for the duration of the project. The Principal-In-Charge shall
be John R. Schunke, P.E.
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 James R. Nickelson, 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 1. Murray, Jr., P.E.
3.2 The OWNER shall have the right ofreview and examination of the ENGINEER'S work at all times.
3.3 The OWNER shall make available all records (as-built drawings, construction records, etc.) indicating the
existing configuration ofthc city utilities.
3.4 The OWNER will be responsible for Advertising Bid Openings.
3.5 The OWNER shall attend the pre-bid conferences, bid openings, pre-construction conferences, construction
progress and other job related meetings, substantial completion inspections and final payment inspections.
ARTICLE 4 - BASIC ENGINEERING SERVICES
The ENGINEER shall render professional Engineering Services as follows:
4.1 PRE~DESIGN INVESTIGATION PHASE
After written authorization to proceed, ENGINEER shall:
4.1.1 Consult with OWNER to clarify and define OWNER's requirements for the Project and review
available data.
4.1.2 Advise OWNER as to the necessity of OWNER's providing or obtaining from others, data or services
and assist OWNER in obtaining such data or services.
4.1.3 Identify and analyze requirements of governmental authorities having jurisdiction to approve the design
of the Project and participate in consultations with such authorities.
4.1.4. Provide analyses of OWNER's needs, planning surveys, site evaluations and comparative studies of
prospective sites and solutions.
4.1 .5. Provide a general economic analysis of OWNER's requirements applicable to various alternatives.
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1.1.6 Assist iFl fermation of Speoial IFHl3rovemeDt Distriots (SID) by preparing district bOl:iFlElary
descriptions and FFlafls, flreflaring a property e-Nner's and assessments rele lists inoll::lEling project assessment
cests eased on the prelimiFlef)' project cost estimates, and flreviding techRieal infermatioR at SID public
heariFlgs, if applicable.
4.1. 7. Prepare a Report containing schematic layouts, sketches and conceptual design criteria with
appropriate exhibits to indicate clearly the considerations involved (including applicable requirements of
governmental authorities having jurisdiction as aforesaid) and the alternative solutions available to
OWNER and setting forth ENGINEER's findings and recommendations. This Report will be accompanied
by ENGINEER's opinion of probable costs for the Project, including the following which will be separately
itemized: Construction Cost, allowance for engineering costs and contingencies, and (on the basis of
information furnished by OWNER) allowances for such other items as charges of all other professionals
and consultants, for the cost of land and rights-of-way, for compensation for or damages to properties, for
interest and financing charges and for other services to be provided by others for Owner. The total of all
such costs, allowance, etc. are hereinafter called "Total Project Costs".
4.1.8. Furnish....l- copies of the Study and Report documents and review them in person with OWNER.
The Pre-design Investigation Phase will be completed and submitted within 150
authorization from OWNER to ENGINEER to proceed with that phase of services.
calendar days following written
4.2 PRELIMINARY DESIGN PHASE - NOT PART OF INITIAL SCOPE OF SERVICE
After acccptance of the pre-design rcport and receipt of written authorization to proceed with the Preliminary Design
Phase, ENGINEER shall:
4.2.1 . In consultation with OWNER determine gcneral scope, extent and character of the ProJect.
4.2.2. ENGINEER shall then prepare a Preliminary Design Rcport, preliminary plans and specifications and a
written description for the Project.
4.2.3. Preliminary Design Report: Spccific items to be addressed in thc design rcport will include, but not be
limited to:
4.2.3.1. Summary of construction requirements with appropriate drawings for each task included in
thc project.
4.2.3.2. Plans for providing water and sewer scrvices for affccted propertics during construction.
4.2.3.3. Summary geotechnical report for specific tasks, if needed.
4.2.3.4. Special design considerations for Project tasks with conditions not covered in standard
construction methods or specifications.
4.2.3.5. A traffic control plan for each project task, if necessary.
4.2.4. Design and Construction Survev: The ENGINEER shall conduct a design ficld 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 approach driveways), existing right-of-way and easemcnts, 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, liccnses, and/or easement
agrcements from private landowners and any other agencies or entities requiring similar approvals prior to
bidding. Thcsc approvals will be coordinated with the OWNER and will be made on easement and permit
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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
cxplorations and analysis as necessary for project design and bidding. A geotechnical rcport will be prepared
with recommendations relating to conditions pertinent to the design and construction of the Projcct. 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 prc-bid meeting. The report is to be
prepared for design purposes; ENGINEER will not be responsible if it is used by others for other purposes.
4.2.7. Preliminary Plans and Spccifications. 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 dcsign, 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 sitc
review. All changes agreed to between ENGINEER and OWNER will be noted in a mcmorandum from the
ENGINEER to the OWNER and incorporated into the final plans and specifications.
The Preliminary Design Phase will be completed and submittcd within
authorization from OWNER to ENGINEER to proceed with that phase of scrvices.
calendar days following written
4.3 FINAL DESIGN PHASE - NOT PART OF INITIAL SCOPE OF SERVICES
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 rcvised opinion of probable Total
Projcct Costs, prcpare 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 furnishcd 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 general scopc, extent or charactcr 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 appropriatc) 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 Bozcman 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).
Thc Final Phase will be complete and submitted within
OWNER to ENGINEER to proceed with that phase of scrvices.
calendar days following writtcn authorization from
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4.4 BIDDING OR NEGOTIATING PHASE - NOT PART OF INITIAL SCOPE OF SERVICES
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, receive and process
deposits for Bidding Documents and conduct pre-bid conferences.
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 CONSTRUCTION PHASE - NOT PART OF INITIAL SCOPE OF SERVICES
The responsibilities ofthe 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 EXHIBIT A . ENGINEER'S STATUS DURING
CONSTRUCTION, attached to and made part ofthis 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.
Tn addition to the services provided under Article 10 (Exhibit A) the ENGINEER shall providc 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 control, including
establishment of line, grade, and blue top control staking.
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.].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.
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4.5.1.7 Issue stop and resume work orders, in whole or in part, when work is not or cannot bc
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 submit a report 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 perfomling in accordance
with the design concept.
4.5.1.13 Eleven months after project substantial completion schedule and conduct with the Owner a
One Year Warranty Inspection of thc 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 EXHIBIT B ~ A LISTING OF THE DUTIES,
RESPONSIBILITIES AND LIMITATIONS OF AUTHORITY OF THE RESIDENT PRO.JEeT
REPRESENTATIVE., attached to and madc 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
accordancc with the Contract Documents; however, nothing contained in this agreement shaH be construed to
release ENGINEER from liability for failure to properly pcrform duties and responsibilities assumed by
ENGINEER in the Contract Documents.
4.6. PROJECT DOCUMENTATION- NOT PART OF INITIAL SCOPE OF SERVICES
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- NOT PART OF INITIAL SCOPE OF SERVICES
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
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3) Aggregate gradations
4) Plant mix strength, flow and asphalt content
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 scopc, extent or charactcr of the Project or
major changes in documentation previously accepted by OWNER where changes are due to causes beyond
ENGINEER's control.
5.1A.
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 requircd 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 ContTactor;
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 increascs 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.
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ARTICLE 6 - COMPENSATION FOR ENGINEERING SERVICE
6.1 LUMP SUM AGREEMENT FOR BASIC SERVICES AND EXPENSES OF ENGINEER
6.] .] Payment. The OWNER shall for design phase services perfonned as Basic Engineering Services under
section 4.1, with the exception of Task 6 which is included under section 6.3, pay a total sum in the amount of
$106,854 for such services.
6.1.2 Payment Schedule. Total cumulative payments for the pre-design phase engineering services (sectIOn
4.1) shall not exceed the following ceilings:
$ 106,854
(100 % of pre-design fee) until the pre-design report has been submitted to the OWNER.
$ (50% of design fee) until the Preliminary Plans and Specifications have been submitted to
the OWNER afld rcvie\v authorities.
$ (901?4. of desigFI [5e) until the Finnl Plnns and Specifications have been submitted to the
OWNER and review authorities.
6.1 .3 General. Engineer shall submit monthly statements for services rendered. The statements shall be
based upon Engineer's estimate of the proportion of the total services actually completed at the time of billing,
subject to any limitations on Payments based on completion of tasks or specific retain age requirements pursuant
to the payment provisions of the Agreement.
6.1.4 Reimbursable Expenses. Only those expenses specifically identified for payment under section 6.2 of
this Agreement are reimbursable. All other design related expenses are included in the Lump Sum Payment for
the Basic services 14.2) and are not separately reImbursable. Additional Services specifically identified under the
scope of design services for payment under 6.1 are not separately reimbursable.
6.2 DIRECT LABOR COST PAYMENT FOR BASIC SERVICES AND EXPENSES OF ENGINEER.
Construction and project documentation services perfonned as Basic Engineering Services 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 $ 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 3.09 for services rendered which shall cover Direct Labor,
Direct Labor Overhead, General & Administrativc Overhead and Profit, plus reimbursable expenses as
provided in 6.2.2.
6.2.1.2 Notification. At any time during the construction that it becomes apparent that the
Construction Phase and Project Documentation Services rendered under this Agrecment 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. ff it
is determined that due to a change in project scope under paragraph 5.2.1, the ENGINEER is entitled to
additional compensation, OWNER and ENGINEER may negotiate terms as provided under 6.2.1.1.
The amount and terms of any additional compensatlOn under 6.2.1.1 or 6.2.1.3 shall be negotiated and
agreed in writing pursuant to 9.16.
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 shalt pay only for the direct costs incurred in excess of
the estimated compensation. These costs consist of an amount equal to the ENGINEER'S Direct Labor
Cost times a factor of 2.6087 for services rendered which shall include Direct Labor, the federally
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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 $ which includes $ for consultants employed by the
Engineer and $ for all other reimbursable expenses. The cstimated reimbursable expenses are
identified in Exhibit ..~ ..
6.2.3. Failed Test Expenses. The ENGINEER shall maintain and provide to thc 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 rccommend an amount the OWNER deduct from the contractor(s) payments.
6.2.4 The OWNER shall pay an amount for Additional Services rendercd by the ENGINEER and approved
in writing by the OWNER on the basis of the ENGINEER'S Direct Labor Costs times a factor of 3.09 , or an
amount otherwise negotiated at the time such services are requested and approved by the OWNER.
6.3 DIRECT LABOR COST PAYMENT FOR BASIC SERVICES AND EXPENSES OF ENGINEER.
Pre-design phase services performed as Basic Engineering Services under section 4.1, Task 6, shall be compensated in
accordance with the following:
6.3.1 The OWNER shall pay for Construction Phase and Project Documentation Services an amount not to
exceed $ 12,641.00 except as provided under 6.2.1.2 and 6.2.4.
6.3.1.1 Costs Compensation. Compensation for these services shall be based on the ENGINEER's
Direct Labor Cost times a factor of 3.09 for services rendered which shall cover Direct Labor,
Direct Labor Overhead, General & Administrative Overhead and Profit, plus reimbursable expenses as
provided in 6.2.2.
6.3.1.2 Notification. At any timc during the construction that it becomes apparent that the
Construction Phase and Project Documentation Services rendcred 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, OWNER and ENGINEER may negotiate terms 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.
6.3.1.3 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 negotiatcd
compensation for these services, the OWNER shall pay only for the direct costs incurred in excess of
the estimated compensation. These costs consist of an amount equal to the ENGINEER'S Direct Labor
Cost timcs a factor of 2.6087 for services rendered which shall include Direct Labor, the federally
audited payroll Direct Labor Overhead, and General & Administrative Overhead costs, but shall not
include any allowance for profit.
6.3.2. Reimbursable Expenses, as defined in section 7.4 ofthis 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 $ 12.641.00 which includes $ 10.921.00 for consultants
employed by the Engineer and $ 200.00 for all other reimbursable expenses. The estimated
reimbursable expenses are idcntified in Exhibit ..~ ".
6.3.3 The OWNER shall pay an amount for Additional Services rendered by the ENGINEER and approved
in writing by the OWNER on the basis of the ENGINEER'S Direct Labor Costs times a factor of 3.09 , or an
amount otherw1se negotiated at the time such services are requested and approved by the OWNER.
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ARTICLE 7 - MEANING OF TERMS
7.1 AGREEMENT
As used herein the teon "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'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'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:
Principals $ 59.00 Ihour
Supervising Engineer III $ 48.00 /hour
Supervising Engineer II $ 47.00 Ihour
Supervising Engineer I $ 42.00 /hour
Senior Engineer II $ 38.00 Ihour
Senior Engineer I $ 35.00 Ihour
Design Engineer II $ 32.00 Ihour
Design Engineer I $ 29.00 /hour
Staff Engineer $ 26.50 Ihour
Engineer Intern $ 24.50 Ihour
Survey Manager $ 43.00 Ihour
Land Surveyor 11 $ 30.00 /hour
Land Surveyor I $ 28.00 /hour
Survcy Technician $ 24.00 /hour
Engineer Technician II $ 28.50 /hour
C ADD Drafter $ 21. 00 /hour
Engineer Technician I $ 24.00 /hour
Two Person Survey Crew $ 46.00 Ihour
Clerical $ 19.00 /hour
>I< Non professional classified employees subject to time and one-half over time rates.
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.
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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 the ceilings
provided in 6,1 and 6.2. 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.
8.3 PAYMENT UNDER TERMINATION. In the event of termination by the OWNER upon the completion of
any phase ()f 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 also 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, I The sole right is hereby reserved to the OWNER to terminatc this Engineering Agreement for any and
all causes or 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's default. If termination for convenience
is effected by the OWNER, 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 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.
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 termmation 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.
9.2 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
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representatives for audit and review, at the ENGINEER'S respective officcs 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, perccntage,
brokerage fcc, gifts or any othcr 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 recovcr the full amount of such fee, commission,
percentage, brokerage fee, gift or contingent fee.
All employees of the ENGINEER or other persons while cngaged in the performance of work or services required by the
ENGINEER shall be considered employees of the ENGINEER only and not ofthe 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.
9.6 STANDARD OF CARE
In providing scrvices under this agreement, the ENGINEER will perform in a manner consistent with the degrce of care
and skill ordinariI y exercised by members of the same profession currently practicing under similar circumstances. If any
service should be found to be not in conformance with this standard, the ENGINEER shall, at the OWNER's request, re-
perform the service at its own cxpense. 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 non~pcrformance or the re-performance of
services. The OWNER's rights herein are in addition to any other remedies the OWNER may have under the law.
9.7 LEGAL RELATIONS:
9.7.1 The ENGINEER shall, consistent with the standard care, comply with those Federal, State, and Local
laws and ordinances applicable to the work to be done.
9.7.2 The ENGINEER agrees to defend, indemnify and hold harmless the 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 is brought or asserted for any bodily 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 ENGINEER'S negligent performance of the work specified in
this agreement.
9.7.3. The ENGINEER agrees to defend, indemnify and hold harmless the OWNER, its officers, directors,
agents and employees, should OWNER, its officers, directors, agents or employees be named as a defendant in
any action where the OWNER'S alleged liability arises from the negligent performance of the ENGINEER'S
work herein described. The obligations of the ENGINEER to defend, indemnify and hold harmless the OWNER
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 including those arising in tort, trespass,
nuisance, and strict liability.
9.7.4 In the event the OWNER is found proportionately responsible for any damages ultimately awarded to a
plaintiff or plaintiffs in any lawsuit, the ENGINEER will be responsible for only those damages, costs, or
liabilitles as are attributable to the ENGINEER'S percent of fault as compared with 100% of the fault giving rise
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to the damages. Should thc OWNER be found responsible for negligencc by its own officcrs, directors, agents or
employees, then in that event the OWNER agrees to reimburse the ENGINEER for the reasonable attorney's fees
and costs incurrcd in any defense of the OWNER in an amount proportional to the fault attributed to the
OWNER. The indemnity required herein shall not be limited by rcason of the specification of any particular
insurancc covcragc in this Agreement.
9.7.5 Should either OWNER or ENGINEER be held rcsponsible, for any damages, costs or liabilities
resulting from intentional misconduct by any officer, director, agent or employee in connection with the work
specified in this Agreement, then in that event, that party shall defend, indcmnify and hold harmless the other as
to any damages, costs or liabilities that result from or arise out of that intentional misconduct, including
rcasonable 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 9.7.2 and 9.7.3 above, the ENGINEER
agrees to defend OWNER where the OWNER'S alleged liability arises from intcntion al misconduct by the
ENGINEER. Should the OWNER be found rcsponsible for intentional misconduct by its own officer, director,
agcnt or employee, then OWNER agrees to reimburse ENGINEER for the rcasonable attorney's fees and costs
incurrcd in any defense of the OWNER.
9.7.6 Thc ENGINEER shall perform this agreement as an indcpendent 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, thercin, naming the OWNER as an
addItional insured, 10 includc thirty (30) days notice of cancellation or non-renewal.
Without limiting any of ENGINEER's obligations hereunder, ENGINEER shall sccure and maintain, until the work is
completed and acceptcd by the OWNER, insurance coverage naming the OWNER as additional insured with minimum
insurance coverage as follows:
Type of Covcrage
Limits
Emplovers'Liability:
$ 100,000 per accident
General Liability:
Bodily Iniury & PropertyDamage
Single and combined:
$1,000.000 per accident
General Aggregate:
$2.000.000
Excess Liability coverage (umbrella)
$1,000.000 each occurrence
Automobile:
Bodily Iniury covering all
automobiles, trucks,_
tractors, trai Iers, or
other automotive equip-
ment whether owned or
rcntcd by Engineer or
owncd by employees of
Engineer.
$1.000,000 each person
$1.000.000 each occurrencc
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Property Damage covering
all automobiles, trucks,
tractors, trailers or other
automotive equipment whether
owned or rented by Engineer
or own cd by employees of
Engineer
$100,000 each occurrence
OR
Bodilv Iniury & Propertv
Damage Single and combined
$1,000,000 each occurrence
In addition to the above insurance coverage, the ENGINEER shall secure and maintain, until the work is completed
and accepted by the OWNER, and without naming OWNER as an additional insured, professional errors and
omissions coverage as follows:
Professional Errors & Omissions:
$ 1,000,000 per claim and
aggregate each occurrence
9.9 ENDORSEMENT
The ENGINEER shall place his endorsement on all drawings and other data furnishcd by him.
9.10 OWNERSHIP OF DOCUMENTS
The parties admit and agree the documents produced under this agreement arc not intended or represented to be suitable
for reuse by OWNER or any other individual on any other project. Any reuse without written verification or adaptation by
ENGINEER will be at OWNER's sole risk and without liability or legal exposure to ENGINEER, or to ENGINEER's
independent professional associates or consultants. Files in electronic media format of text, data, graphics, or of other
types that arc furnished by ENGINEER to OWNER are only for convenience of owner. Any conclusion or information
obtained or derived from such electronic files will be at the user's sole risk.
9.11 PUBLIC INFORMA nON
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 RECORDS
'TIle ENGINEER shall maintain accounting records and other evidence pertaining to the cost incurred and to make the
records available at all reasonable times during the Contract term and for one (1) year from the date of final payment.
Such accountmg records and other evidence pertaining to the cost incurred will be made available for inspections by
OWNER.
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
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MMI0417.055
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
samc manner as this original document and shall after execution become a part of this Contract.
In witness Whereof, the Parties hereto do make and execute this Agreement.
CITY OF BOZEMAN, MONTANA
EN::ER fl- 12A~
~drntJ
DATE: \) eo c.. _ \ D c!)DO '7
I
BY: cP^.~A-. 7{J~~~\~'
(City Manager)
DATBj)00~q.~~
::~~. I i1ll"'fu'\ -
~)!~
N:\0417\055\DOCS\Contract\First Draft Profess Serv Agreement Lymanl.doc
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MMI0417.055
EXHIBIT 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
, between CITY OF BOZEMAN (OWNER) and MORRISON-MAIERLE, INC.
(ENGINEER) providing for professional engineering services.
ARTICLE 10 - ENGINEER'S STATUS DURING CONSTRUCTION
10.1. OWNER'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
deficicncies in the Work.
10.3. PROJECT REPRESENTATION
If OWNER and ENGINEER agree, ENGINEER will furnish 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 EXHIBIT B, A LISTING OF THE DUTIES,
RESPONSIBILITIES AND LIMIT A nONS OF AUTHORITY OF THE RESIDENT PROJECT
REPRESENT A TIVE.
lOA. CLARIFICATIONS AND INTERPRETATIONS
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 therefor 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 which
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 therefor as provided in the General Conditions
ofthe Construction Contract.
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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 PAYMENT
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
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. L 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. LIMITATIONS ON ENGINEER'S RESPONSIBILITIES
10.10.1. Neither ENGINEER's authority to act under this Artiele 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" or adjectives of like effect or import arc 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 Contracr 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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EXHIBIT B
TO AGREEMENT BETWEEN OWNER AND
ENGINEER FOR PROFESSIONAL SERVICES
A LISTING OF THE DUTIES, RESPONSIBILITIES AND
LIMITATIONS OF AUTHORITY OF THE RESIDENT PROJECT REPRESENTATIVE.
This Exhibit is attached to, made a part of and incorporated by reference with the Agreement made on
between CITY OF BOZEMAN (OWNER) and MORRISON-MAIERLE. INC. (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 ofthe work of Contractor.
Through 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 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
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 preconstruction
conferences, progress meetings, job conferences and the project-related meetings, and prepare and circulate
copies of minutes thereof.
11.2.3. Liaison:
] 1.2.3.1. 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.
] 1.2.3.2.Assist in obtaining from OWNER additional details or informatlOn, when required for proper
execution of the Work.
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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.
1l.2.S. Review of Work. Reiection of Defective Work. Inspections and Tests:
1l.2.S.I.Conduct on-site observations of the Work in progress to assist ENGINEER III
determining if the Work is in general proceeding in accordance with the Contract Documents.
1l.2.S.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 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 stmtup.
1l.2.S.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 III
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 ofthc
Contract Documents, progress reports, and other Project related documents.
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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
ousite 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 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
CONTRACTOR's compliance with the progress schedule and schedule of Shop Drawing and
sample submittals.
I 1.2.9.2. 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 5Chedule 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. Comnletion:
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 of ENGINEER, OWNER, and
CONTRACTOR and prepare a fmallist 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. LIMITATIONS OF AUTHORITY
Resident Project Representative:
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11.3.1. Shall not authorize any deviation from the Contract Documents or substitution of materials or
equipments, unless authorized by ENGINEER.
11.3.2. ShalI 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.
11.3.6. 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.
B-4
Exhibit C
Scope of Services for Lyman Creek Reservoir Improvements Project
December 5, 2007
Pre-Design Phase
The pre-design phase is intended to develop adequate information to determine the most
appropriate solution for each work item. Alternatives will be explored where appropriate.
Project costs will be developed to assist in decision making and budgeting.
The following sections describe the task problem, list the items to be completed for each
task and identify the deliverable for the task. Additional information is provided on
Exhibit A-I and B-1 for Task 6.
Task 1
Water Treatment Evaluation
Problem Statement - The existing plant has a design capacity of 1,500 gpm and the desire
is to increase capacity to 2,680 gpm. The existing disinfection and fluoridation systems
are inadequately sized. Problems exist with the injection and sampling systems at the
plant In addition the City desires to add pH monitoring capabilities. The City is
concerned with the safety aspects of bulk liquid hypochlorite disinfection and would like
to evaluate alternative disinfection methods.
Task Description - This task will evaluate alternative disinfection methods as allowed by
the budget, provide recommendations regarding injection methods and sampling points
and develop budget level estimates. This task will be coordinated with the plant piping
and control task. The alternative disinfection analysis will compare life cycle costs of
various alternatives as well as evaluate safety issues.
Task deliverable - Technical memorandum with recommendations regarding water
treatment issues.
Task 2
Plant Piping
Problem Statement - The existing plant has a design capacity of 1,500 gpm and the desire
is to increase capacity to 2,680 gpm. Increasing the capacity will require modifications to
the piping system which provides opportunities to modify the flow control valve
arrangement to what the City desires.
Task Description - This task includes a brief hydraulic analysis of the existing piping
from the spring to the reservoir and recommendations for piping changes. Alternate
operation methods will be examined so that all water generated by the spring is able to
reach the plant This task will be coordinated with the control task and the water
treatment task.
1
Task deliverable - Technical memorandum with a recommendation regarding plant
piping and alternate operation methods.
Task 3
Controls
Problem Statement - The existing telemetry system is unreliable and the SCADA system
is in need of improvements. Additional monitoring is needed for the remote spring site,
the adjacent reservoir, the adjacent outlet building and potentially two remote pressure
reducing stations. New flow control and metering equipment is proposed at the treatment
plant and additional sampling and monitoring is needed.
Task Description - This task includes an analysis of potential telemetry system
improvements and a review of the existing SCADA system. Options for monitoring of
the remote site(s) will be evaluated. The interaction of the Bridger Center Lift Station
and the Lyman Creek facility will. be reviewed and as options are reviewed this
interaction will be analyzed. Conceptual level design efforts will be undertaken to arrive
at budgetary cost estimates for implementing the proposed improvements. Alternatives
for construction delivery will be explored for the control improvements.
Task deliverable - Technical memorandum with a recommendation regarding control
Issues.
Task 4
Architectural, Structural, Electrical, Mechanical and Site Task
Problem Statement - The existing plant has some undesirable building features that
require rehabilitation. These include poor access to the outlet building, reservoir
vestibules that have icing and rodent problems, inadequate reservoir venting, difficult
access to the treatment building, undersized heating system in the treatment building and
an undersized emergency generator. Existing interior panels are not water proof which is
a concern due to the treatment plant environment. Access to the pressure reducing vaults
is also in need of modifications.
Task Description - This task includes a site survey for the modifications of the outlet
building and the treatment building, evaluation of electrical needs for the plant site,
evaluation of heating options for the treatment building, schematic design of the reservoir
vents, description of proposed building and access modifications and project cost
estimates for the work items. This task will be coordinated with the control task and the
water treatment task.
Task deliverable - Technical memorandum with recommendation and cost information.
2
Task 5
Spring Investigation - Phase 1
Problem Statement - Historically, most of the flow of Lyman Creek was diverted by the
City of Bozeman at a surface water diversion located a good distance downstream from
the source of water. The source of water is groundwater, discharging from the Madison
Limestone through a large spring where a fault brings metamorphic "granite"
(quartzofeldspathic gneiss) up against the Madison Limestone to act as a dam over which
water spills through the spring. The surface water diversion, located perhaps a half mile
downstream from the spring source, could divert essentially all of the surface flow
provided by the spring (excluding unusually high seasonal flows or storm flows).
A number of years ago, in order to avoid treatment costs stemming from new surface
water rules, the City changed the point of diversion to a subsurface collector system
located at the source spring approximately a half mile upstream from the original surface
water diversion location. Since then, experience operating the new diversion has shown
that the maximum amount of water the subsurface collector will divert is much less than
the surface water diversions historically enjoyed at the downstream surface diversion
structure and is much less than the City's legal claim for a diversion from Lyman Creek.
The City would like to increase the subsurface water collection to get as much of their
legal water right as possible.
When the new subsurface collection system is operating at full capacity, a substantial
flow of groundwater discharges from the spring area near the subsurface collector and
travels to the location of the old surface water diversion structure as surface flow.
Additional groundwater may enter the surface flow between the new subsurface collector
and the old surface water diversion point. It appears very likely that the volume of
surface flow reaching the historic point of surface diversion, while the new subsurface
collector is in operation, may be equal to the difference in flow between the new
subsurface collection system and the historic surface water diversions.
The basic problem that must be solved is how to capture as much additional flow from
the spring source as possible, before it becomes surface water flow subject to surface
water treatment rules.
The conditions observed during preliminary inspection of the site this fall suggest there
are probably two components to the surface water flow arriving at the historic surface
water diversion structure. One component of this flow is groundwater discharged to
surface water flow at the spring source, right at the location of the existing subsurface
collection system. Part of this discharge is through an apparent construction drain line
and part is from overflow from the existing subsurface collection system. The other
component of flow to the historic surface water diversion point, which appears to
potentially be as much as the first component or more (at least in the fall of the year when
the inspection was conducted), is discharge of groundwater into Lyman Creek at a reach
of relatively steep streambed a considerable distance downstream from the main spring.
3
This reach is just downstream from the first pond structure downstream from the main
spnng.
The preliminary inspection indicates the perceived gain in stream flow from groundwater
discharging into the stream occurs because the gaining reach of stream is relatively
steeper than the upstream reach extending back up to the source spring. The reach of
steep streambed is closely associated with the location of a fault that brings soft, Tertiary-
aged sediments into contact with hard, crystalline metamorphic granite (gneiss). As
Lyman Creek transitions from the hard granite terrain to the downstream soft Tertiary
sediment terrain, it drops in elevation, resulting in a short reach of relatively steep
streambed where it appears likely the stream flow increases significantly due to an inflow
of groundwater. It is not known if the source of additional groundwater flow is from
fractures in the granite or if water has simply traveled through the rock rubble in the
valley floor all the way from the source spring, to discharge fTOm the rock rubble where
the streambed gradient steepens.
Accordingly, the problem that must be solved is not only how to capture more
groundwater, but where. If the perceived inflow can be verified, the next question is
where does it come from? If its source is discharge of groundwater from local fractures
in the granite, installation of additional subsurface collection capacity upstream from this
site, near the source spring, would not be particularly successful. Additional subsurface
collection would instead be required at or downstream from the source of flow out of the
granite instead of at the main spring.
Field investigations are required to verify the foregoing initial perceptions and to develop
conceptual plans about how to capture additional groundwater under these circumstances,
particularly if it cannot be determined how much of the additional inflow (if any) stems
from the main spring at the Madison Limestone fault and how much stems from
discharge out ofthe faulted and fractured granite.
A final component of the problem is how to install and operate a recording device on the
existing flume near the historic point of surface water diversion so that flow can be
measured and recorded in conjunction with an existing recording flume installed at the
downstream end of the existing subsurface collection system.
Task Description - This is the initial phase of investigation required to determine how
additional development of the spring might be accomplished. The initial phase will
consist of the following field investigations:
1. Flow measurements at select locations along the stream, twice this fall, early
winter and at least once in late June or early July of next year.
2. Temperature measurements of spring discharge and surface water temperatures
starting at the source spring and all the way downstream to the surface diversion
4
structure, with associated air temperatures, conducted at the same times as the
flow measurements.
3. Electrical conductivity (specific conductance) measurements of the spring
discharge and surface water flow at selected locations, conducted at the same
times as the flow measurements.
4. As-built elevations of critical facilities as required for a conceptual plan for
improvements to the diversion works.
5. Formulation of conceptual designs for alternatives to divert more groundwater
before it becomes surface water.
6. Formulation of a conceptual design to equip the downstream concrete flume near
the historic surface water diversion with a recording instrument and to improve
the accuracy of the measuring device while reducing maintenance requirements.
7. Research of directional drilling capabilities in large rock rubble valley fill so that
directional drilling can be considered as an alternative to wholesale excavation
and backfill of a new subsurface collector.
8. Formulation of a work plan to complete the additional investigations and
evaluation required to support selection of the most suitable alternative and to
refine the preliminary engineering design and cost estimates.
Stream Flow Measurements - It is anticipated that stream flow will be measured twice
between now and the end of December 2007. The purpose of these measurements is
twofold. One purpose is to verify that additional groundwater is discharging into the
streambed in the steep reach at the fault between the granite and the Tertiary sediments as
appeared to be the case during the initial inspection. The second purpose of the stream
flow measurements is to quantify the amount of groundwater discharging into the stream
that may be captured by additional subsurface collectors during the late fall, low-flow
conditions.
The flow measurements will include use of the existing sharp crested rectangular weir,
the existing 450 flume, the stop log structure on the upstream pond as a weir, the
downstream concrete flume, and miscellaneous current meter measurements, as
necessary, particularly where existing weirs or structures are backwatered or submerged.
Drain Pipe Flow Measurement - It is proposed that a metal stock tank and temporary
pye pipe be used to measure the discharge out of what appears to be a construction
under-drain located between the two existing subsurface collectors. This drain pipe,
combined with overflow from the existing subsurface collector system, was the sole
source of surface water flow to the existing 450 flume during the inspection this fall. In
order to measure the flow from the drain pipe this fall, it is proposed that a temporary
pye pipe be slipped over the drain pipe to collect its discharge and convey it to a
5
container of known size, i.e., a stock tank, where the rate of flow can be calculated
volumetrically.
If possible, the temporary stock tank will be sited downstream from the sharp crested
rectangular weir installed in the streambed by City staff, so any additional groundwater
seepage into the streambed between the drain pipe and the weir can be detected. The
stock tank will be equipped with a drain so it can be removed after the measurements are
taken.
Although the proposed stream flow measurements this fall will indicate how much
groundwater flow is escaping capture by the existing subsurface collection system during
late fall, low-flow conditions, the measurements will not indicate how much groundwater
flow remains uncaptured during summertime high-flow conditions. Therefore, similar
measurements are required next summer, during the time of high flows from the spring.
Measurement of spring discharge and groundwater inflow to the stream at different
locations next summer is outside of this initial scope of work; however, it is recognized
that the work will be required in the next phase of this effort.
Overflow Pipe Flow Measurement - When the drain pipe flow is measured, similar
volumetric measurements will be taken at the overflow pipe from the existing subsurface
collection system, using a 50-gallon drum or similar volumetric container. The sum of
the overflow discharge and the drain pipe discharge can then be compared to the flow
through the existing 450 flume to determine if any additional' uncaptured groundwater
flow is entering the stream bed between the drain pipe and the flume.
Task deliverable - The proposed scope of work will produce a technical memorandum
with a summary report of findings of the initial work, preliminary conceptual design
alternatives, and a work plan for further detailed investigation that may include drilling
test bores, seismic and GPR investigations of the subsurface materials and depth to water
table and bedrock, or other investigations as required.
Task 6
Reservoir Liner
Problem Statement - In 2004 the City had a 45-mil reinforced polypropylene liner
installed in an existing 5.0 million gallon concrete reservoir. After installation of the
liner it leaked at rates found unacceptable by the City. Numerous attempts to reduce the
leakage were made by the contractor and eventually the liner was accepted by the City
under terms developed through mediation. At the time the City accepted the liner, it was
leaking at a rate of approximately 40 to 50 gpm. The City has since had divers spend part
of a day to find and seal some of the leaks which has reduced the leakage to
approximately 9 gpm. There are two items relative to the liner that are of concern. First,
the leaking water could be utilized, and second, the DEQ has indicated it will require the
City to obtain a permit to continue to discharge water from the leaking liner.
6
Task Description - This task includes the following items:
· Review of correspondence between the City and DEQ regarding the need
for a discharge permit.
· Discussions will be held with DEQ staff to determine what courses of
action are possible regarding the discharge.
Task deliverable - Technical memorandum addressing possible
regarding the need for or requirements for a discharge permits.
discharge permit is not included in this task.
course of actions
Application for a
Task 7
Sourdough Tank and Site Repairs
Problem Statement - A number of repair items to the Sourdough Tank and associated site
were identified in the Water Facility Plan. These include the following:
1. Repair cracking concrete around rim roof
2. Replace rusting and deteriorating inside ladder
3. Abandon control valve with leaking valve stem
4. Consider adding xeri-scape to limit vegetation around tank
5. Fix drainage issues across Sourdough road
Task Description - This task will evaluate options for each of the listed items and
develop budget level estimates.
Task deliverable - Technical memorandum with recommendations regarding Sourdough
Tank repairs.
Task 8
Project Coordination and Quality Assurance
Task Description - This task includes effort associated with project coordination and
quality assurance review of the various tasks.
7
EXHIBIT A-I
SCOPE OF SERVICES
TASKS
Phase 1 -Project Management
100 Project Management and Administration
Phase 2 - Lyman Creek Reservoir
200 5 MG Reservoir I DEQ Correspondence Review &
Meeting
Task 100. Project Management and Administration
Objective:
Manage and control the professional services contract to provide efficient completion of the
project
HDR Subtasks
101 Monitoring 0 Conduct a project kickoff phone meeting with key Morrison Maierle,
Inc. per'sonnel and City staff to establish project goals and objectives..
102 Quality Control. Provide quality control and resource management over the
project.
Task 200. 5 MG Reservoir I DEQ Correspondence Review & Meeting
Objectives:
Review the correspondence and recommend alternatives as performed by others to reduce
or permit the discharge from the reservoir with the Department of Environmental Quality
(DEQ)..
HDR Subtasks:
201 Reservoir Plans, Specifications & History of Repair Review. Review the
reservoir plans, specifications and history of repait..
202 Correspondence Review between City and DEQ Regarding a Discharge
Permit. Review the correspondence between the City and the Department of
Environmental Quality (DEQ)..
20.3 Course of Action Meetings with DEQ Regarding Discharge. Meet and discuss
what courses of action is possible regarding the leakage discharge from the reservoir.
One meeting with DEQ will be allocated for this task
Lyman Creek
Page 1
Engineering SelVices Scope
204 Technical Memorandum. ProVide a technical memorandum addressing the
possible course of action regarding the discharge permit as decided with DEQ. The
discharge permit will be completed under a separate contract ot contract
amendment, depending on DEQ's requirements and scope.
Deliverables:
.. Technical Memorandum
lyman Creek
Page 2
Engineering Senrices Scope
Exhibit B .- I
Lyman Creek
Engineering Services Budget
Summary
Task Description Total
100 Project Management $ 1,239.83
101 Monitoring
102 Quality Control
200 5 MG Reservoir I DEQ Correspondence Review & Meeting $ 9,681.30
201 Reservoir Plans,Specifications & History of Repair Review
202 Correspondence Review on Discharge (City/DEQ)
203 Course of Action Meetings with DEQ Regarding Discharge
204 Technical Memorandum
TOTAL PROJECT BUDGET $ 10,921.13
Exhibit B-'
Lyman Creek
Budget
1 of 4
12/512007
Exhibit B-1
Lyman Creek
Engineering Services Budget
Task 100 - Project Management and
Administration
Staff
Quality Assurance/Qualily Control
!D_I~lI1l1iE.lllll
PrOject Engineer 2
~..~13di.a1I.~Ji~~~
Uner SpeCIalist
~flllltQlL~_JRBB:1Vjllll
Cad T echntClan 2
~~~.~lIirlfIJ8i.1
Clerical
~~t-)I~iJ~~iJa.il11~
Electrical Engineer
r~F-.!~~~~ilEff;i.~.]lW~~i~~1ffi[11jh~J
=~~J~,.~:;:!.!;.:J!fJM'~~""";;;;o1r""'~ll:;E@!
Strucutral Engineer
Total hours per task
Subtasks
101 . Monitonng
102 - Quality Control
Exhibit B -t
Lyman Creek
Budget
Subtasks Total Base Labor
101 102 Hours Rate Total
2 2 4 $ 37.00 $ 148.00
1 1 $ 70.00 $ 70.00
0 $ 53.00 $ -
0 $ 37.00 $ -
0 $ 25.00 $ -
0 $ 23.00 $ -
0 $ 50.00 $ -
1 1 $ 50.00 $ 50.00
0 $ 23.00 $ -
0 $ 21.00 $ -
0 $ 26.00 $ -
0 $ 19.00 $ -
2 2 4 $ 17.00 $ 68.00
1 1 2 $ 21.00 $ 42.00
0 $ 52.00 $ -
0 $ 26.00 $ -
0 $ 53.00 $ -
0 $ 32.00 $ -
6 6 12
Total Labor $ 378.00
OH(1.75) $ 661.50
Subtotal $ 1,039.50
Profit (15%) $ 155.93
Total Direct Labor $ 1,195.43
Miscellaneous $
Travel Expenses $
M appingfPhotoslSurvevs $
Printing and Photocopymg $
Telephone $
Technology Charge $ 44.40
Total Direct Expenses $ 44.40
$ 1,239.83
2014 121512007
Subtasks Total Base Labor
201 202 203 204 Hours Rate Total
2 2 $ 37.00 $ 74.00
1 1 $ 70.00 $ 70.00
1 4 2 7 $ 53.00 $ 371.00
2 1 1 1 5 $ 37.00 $ 185.00
1 4 1 6 $ 25.00 $ 150.00
0 $ 23.00 $ -
0 $ 50.00 $ -
4 8 16 4 32 $ 50.00 $ 1,600.00
0 $ 23.00 .$ -
0 $ 21.00 $ -
2 2 $ 26.00 $ 52.00
0 $ 19.00 $ -
0 $ 17.00 $ -
2 2 $ 21.00 $ 42.00
0 $ 52.00 $ -
0 $ 26.00 $ -
0 $ 53.00 $ -
I 0 $ 32.00 $ -
Exhibit B-1
Lyman Creek
Engineering Services Budget
Task 200 - 5 MG Reservoir I DEQ Correspondence Review & Meeting
PrOlsct Engineer 2
~~~;JiliI~lIlllr~H~~1
Liner Specialist
imr~_jR~_~lrit
Senior Engineering TechniCIan
~~.rljlllrlil[11~1
Cad T echnrClan 2
~~~~~~~ffi!~\lai@~~~'i!!
t~~~~~~m~~er,J-~~~~~1ll
Clencal
~~1fg1&l~1!~IJllj~
SlrucutraJ Engineer
Total hours per task
8
9
25
15
57
Subtasks
201 - Reservoir PlanS,Specifications & History of RepaIr ReView
202 - Correspondence RevIeW on Discharge (City/DEQ)
203 - Course of Action Meetings with DEQ Regarding Discharge
204 - Technical Memorandum
Total Labor
OH(1.75)
Subtotal
Profit (15%)
Total Direct Labor
M"lScellaneous $
Travel Expenses $
Mappjng!Pholos/Surveys $
Printing and Photocopymg $
Telephone $
Technology Charge $
Tota! Direct Expenses $
~
..
$
$
$
$
$
2,544.00
4,452.00
6,996.00
1,049.40
8,045.40
1,125.00
300.00
210.90
1,635.90
ExhibitS -I
Lvman Creek
Budgel
3of4
$
9,681.30
1215/2007
.
Exhibit B-1
Lyman Creek
Engineering Services Budget
TASK TOTALS
Staff
Quar.ty Assurance/Quality Control
~~1iJlljjl)~.tllliiitfLl!l~I~1
Senior Design Engmeer 2
11~~91l111~~IB~~lIfll~ijl~1
PrOject Engmeer 2
te5;;;;~:S~iffi~.~~mr:=-lt'.N~""'''-:f.:"l~-:zm~m5!5!:l-;:~:f~!~-;-:ffi:l~~:~~:
.::r..,,"",......=;r..-.;e:i'ii:ffi~~I"' -'".-.- ''''''="SQ'.-'''"''''''''''''
~~~JJf.it~~~~!~~~~~~~~1!~~
Cad Technician 2
~~'-llO-''''''.' ,., "'9!~'='1"lm='~,mj,w.'='
r~~~F.L~l ~ ;~~~~u:=-~!iE~~;;;4
::.........~-~"=" '~~e..~J........~Bi~""..-!::I:.::;a:
Clerical
!~~~lh~~~a~~~~~~l~ii~lSTh1$l;ts
!~~~lgt.!.~~~~~liffifi*:tiSE~
&ia.B~Ifl~~I"lm~jl
Strucutral EngIneer
TOTALS 12
Tasks
100 - Proiect Managemenl and AdminisiraUon
200" 5 MG ReservOir I DEQ Correspondence Review & Meetings
Exhibit B -,
Lyman Creek
Budget
.
Tasks Total Base Labor
100 200 Hours Rate Total
4 2 6 $ 37,00 $ 222.00
1 1 2 $ 70,00 $ 140,00
0 7 7 $ 53.00 $ 371.00
0 5 5 $ 37.00 $ 185.00
0 6 6 $ 25.00 $ 150.00
0 0 0 $ 23.00 $ -
0 0 0 $ 50.00 $ -
1 32 33 $ 50.00 $ 1,650.00
0 0 0 $ 23.00 $ -
0 0 (l $ 21.00 $ -
0 2 2 $ 26,00 $ 52.00
0 0 0 $ 19,00 $ -
4 0 4 $ 17.00 $ 68.00
2 2 4 $ 21.00 $ 84.00
0 0 0 $ 52,00 $ -
0 0 0 $ 26,00 $ -
0 0 0 $ 53.00 $ -
0 0 0 $ 32.00 $ -
57 69
Total Labor $
OH(1.75) $
Subtotal $
Profit (15%) $
Total Direct Labor $
Miscellaneous $
Travel Expenses $
Mapping/PhotoslSurveys $
Printing and Photocopying $
Telephone $
Technology Charge $
Total Direct Expenses $
$
2,922.00
5.113.50
8,035.50
1,205.33
9,240.83
1.125,00
300.00
255.30
1,680.30
10,921.13
4014
12/512007
.~