HomeMy WebLinkAbout1 - Original Submission_ 1_Professional Services Agreement_StantecCity of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
PROFESSIONAL SERVICES AGREEMENT
McDougal Creek/Wheaton Way Culvert Repair Permit Support
The City of Bremerton (“City”) and Stantec Consulting Services, Inc (“Consultant”),
referred to collectively as the “Parties,” enter into the following Agreement for professional
services:
I. Scope: The Consultant agrees to perform the services more specifically described in the
Scope of Work, dated March 3, 2021, including any attachments thereto, attached hereto as Exhibit
A, which is incorporated by reference herein. The Scope of Work may be modified only pursuant
to Section VII.H of this Agreement. If the Scope of Work provides for unspecified additional
services such services shall only be performed upon the express written request of the City.
Consultant further represents that the services furnished under this Agreement will be performed
in accordance with generally accepted professional practices in effect at the time such services are
performed.
II. Term: The City and the Consultant agree that work will begin on the tasks described in
Exhibit A immediately upon execution of this Agreement. The parties agree that the work
described in Exhibit A is to be completed as provided for in the work schedule attached hereto as
Exhibit B; provided however, that additional time shall be granted by the City for excusable delays
or extra work as provided for in Section IX.A of this agreement.
III. Compensation: In consideration of the services provided pursuant to this Agreement, the
City shall pay Consultant in an amount not to exceed $94,999.22. Consultant’s charges and bills
shall conform to the fee schedule attached hereto as Exhibit C and incorporated herein by this
reference.
The Consultant shall submit regular billing statements detailing work performed and
amount charged on each task or portion thereof. The descriptions shall conform to and fall within
the categories set out in the Scope of Work and/or Fee Schedule. Upon receipt of a conforming
billing statement, the City shall promptly process payment. PROVIDED, HOWEVER, the City
reserves the right to prioritize scoped work and accelerate and/or delay work tasks under the time
frame set forth in Section II herein. The Consultant's labor rates and billing fees shall be as
delineated in Exhibit C.
Consultant shall not perform work beyond the Scope of Work, nor shall be compensated
for such work, unless the Scope of Work or amount of compensation is modified pursuant to this
Agreement. Consultant shall only be compensated for additional services if requested pursuant to
Section I and, if not otherwise provided, such compensation shall be in accordance with Exhibit
C.
If a billing statement does not conform to this Agreement, the City may withhold payment
until the statement is brought into compliance. Such withholding does not relieve Consultant of
its obligations under this Agreement.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
IV. Relationship of Parties: Consultant represents that it is skilled in the matters addressed
in the Scope of Work and is performing independent functions and responsibilities within its field
of expertise. Consultant and its personnel are independent Consultants and not employees of the
City. Consultant and its personnel have no authority to bind the City or to control the City’s
employees and other Consultants. None of the benefits provided by the City to its employees,
including, but not limited to, compensation, insurance, and unemployment insurance are available
from the City to the employees, agents, representatives, or sub-consultants of the Consultant.
Consultant will be solely and entirely responsible for its acts and for the acts of Consultant's agents,
employees, representatives and sub-consultants during the performance of this Agreement. The
City may, during the term of this Agreement, engage other independent Consultants to perform
the same or similar work.
As an independent Consultant, Consultant is responsible for its own management. The
City’s administration and enforcement of this Agreement shall not be deemed an exercise of
managerial control over Consultant or its personnel.
As an independent Consultant, Consultant is responsible for payment of all taxes and
licensing fees necessary to perform its obligations under this Agreement. These taxes and fees
include but are not limited to State industrial insurance, Business & Occupation, State professional
licensing, and City business licensing. If any taxes or fees due the City have been declared
delinquent, the City may withhold the delinquent amount, plus any additional charges arising from
the delinquency, from any payments due Consultant.
V. Indemnification:
A. Consultant shall defend, indemnify and hold the City, its officers, officials,
employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or
suits, including all legal costs and attorney fees, arising out of or in connection with the
performance of this Agreement except for that portion of the injuries and damages caused by the
City’s sole negligence, unless Consultant is conducting work pursuant to Subsection B below.
The City's review or acceptance of any of the work when completed shall not be grounds
to avoid any of these covenants of indemnification.
B. Architects, Engineers and Any Other Professional Listed In and Performing
Services Defined in RCW 4.24.115. Should a court of competent jurisdiction determine that
Consultant’s services provided pursuant to this Agreement is subject to RCW 4.24.115, then, in
the event of liability for damages arising out of bodily injury to persons or damages to property
caused by or resulting from the concurrent negligence of the Consultant and the City, its officers,
officials, employees, agents and volunteers, the Consultant's liability hereunder shall be only to
the extent of the Consultant's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONSULTANT'S WAIVER
OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER
ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER.
The provisions of this section shall survive the expiration or termination of this Agreement.
VI. Insurance: The Consultant shall procure and maintain for the duration of the Agreement,
insurance against claims for injuries to persons or damage to property which may arise from or in
connection with the performance of the work hereunder by the Consultant, its agents,
representatives, employees, sub-consultants or sub-contractors.
Before beginning work on the project described in this Agreement, the Consultant shall
provide a Certificate of Insurance evidencing:
1. Automobile Liability insurance with limits no less than $1,000,000 combined
single limit per accident for bodily injury and property damage; and
2. Commercial General Liability insurance written on an occurrence basis with
limits no less than $1,000,000 combined single limit per occurrence and general
aggregate for personal injury, bodily injury and property damage. Coverage shall
include but not be limited to: blanket contractual; products/completed
operations/broad form property damage; explosion, collapse and underground
(XCU) if applicable; and
3. Excess Liability insurance with limits not less than $1,000,000 limit per
occurrence and aggregate; and
4. Professional Liability insurance with limits no less than $1,000,000 limit per
occurrence/claim; and
5. Workers Compensation insurance as statutorily required by the Industrial
Insurance Act of the State of Washington, Title 51, Revised Code of Washington
and employer's liability with limits not less than $1,000,000.
Any payment of deductible or self-insured retention shall be the sole responsibility of the
Consultant.
All required policies shall be provided on an “occurrence” basis except professional
liability insurance (if required), which may be provided on a “claims-made” basis.
The City shall be named as an additional insured on the Commercial General Liability
insurance policy, as respects work performed by or on behalf of the Consultant and a copy of an
endorsement that is acceptable to the City, which names the City as an additional insured shall be
attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of
all the required insurance policies and endorsements. The City further reserves the right to reject
any unacceptable policies and/or endorsements.
The Consultant's Commercial General Liability insurance shall contain a clause stating that
coverage shall apply separately to each insured against whom claim is made or suit is brought,
except with respects to the limits of the insurer's liability.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
The Consultant's insurance shall be primary and non-contributory insurance as respects the
City and shall contain a waiver of subrogation against the City for claims arising out of any
operations, liabilities and obligations to which coverage applies. It shall be an affirmative
obligation upon Consultant to advise the City’s Risk Manager by fax at (360) 473-5161, or by
certified mail, return receipt requested to City of Bremerton, Attn: Risk Management, 345 6th
Street, Suite 100, Bremerton, WA 98337 within two days of the cancellation, suspension or
substantive change of any insurance policy set out herein, and failure to do so shall be construed
to be a breach of this Agreement.
The City also reserves its unqualified right to require at any time and for any reason, proof
of coverage in the form of a duplicate of the insurance policy with all endorsements as evidence
of coverage.
In the event that the Consultant employs other consultants or contractors (sub-consultants
or sub-contractors) as part of the work covered by this Agreement, it shall be the Consultant’s
responsibility to require and confirm that each sub-consultant or sub-contractor meets the
minimum insurance requirements specified above. The Consultant shall, upon demand of the City,
deliver to the City copies of such policy or policies of insurance and the receipts for payment of
premiums thereon.
VII. General Conditions:
A. Reports and Information: When requested by the City, Consultant shall furnish
periodic reports and documents on matters covered by this Agreement. The reports and documents
shall be furnished in the time and form requested. Consultant shall maintain accounting records
in accordance with Generally Accepted Accounting Principles (“GAAP”) to substantiate all billed
amounts.
B. Ownership and Use of Records and Documents: Original documents, drawings,
designs and reports, including those in electronic format, developed under this Agreement are the
property of the City. All written information submitted by the City to the Consultant in connection
with the services performed by the Consultant under this Agreement will be safeguarded by the
Consultant to at least the same extent as the Consultant safeguards like information relating to its
own business. If such information is publicly available or is already in Consultant's possession or
known to it, or is rightfully obtained by the Consultant from third parties, Consultant shall bear no
responsibility for its disclosure, inadvertent or otherwise.
All data, documents and files created by Consultant under this Agreement may be stored
at Consultant's office in Bellevue, Washington. Consultant shall make such data, documents, and
files available to the City upon its request at all reasonable times for the purpose of editing,
modifying and updating as necessary until such time as the City is capable of storing such
information in the City's offices. Duplicate copies of this information shall be provided to the City
upon its request, and at reasonable cost.
All documents, including all reports, drawings, specifications, computer software or other
items prepared or furnished by Consultant pursuant to this Agreement, are instruments of service
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
with respect to the project and are the property of the City. Any reuse by the City for other than
the specific purpose intended will be at City’s sole risk.
C. Use of Photographs and Images. Consultant shall not use or distribute photographs
or images depicting City officials, personnel, property, or equipment whether prepared by
Consultant or provided by City without prior written consent of the City. The City will not
unreasonably withhold its consent.
D. Work Performed at Consultant's Risk: Consultant shall take all precautions
necessary and shall be responsible for the safety of its employees, agents, and sub-consultants in
the performance of the work hereunder and shall utilize all protection necessary for that purpose.
All work shall be done at Consultant's own risk, and Consultant shall be responsible for any loss
of or damage to materials, tools, or other articles used or held for use in connection with the work.
E. Place of Work: The Consultant shall perform the work authorized under this
Agreement at its offices in Bellevue, Washington. Meetings with the City staff as described in
Exhibit A, Scope of Work, shall take place at the City's offices, or at locations mutually agreed
upon by the parties.
F. Entire Agreement: This Agreement and its Exhibits constitutes the entire
agreement between the Parties, and the Parties acknowledge that there are no other agreements,
written or oral, that have not been set forth in the text of this Agreement.
G. Severability: Should any part of this Agreement be found void, the balance of the
Agreement shall remain in full force and effect.
H. Modification: This Agreement may only be modified by written instrument signed
by both Parties.
I. Written Notices: All communications regarding this Agreement shall be sent to the
parties at the addresses listed below by registered or 1st class mail, or by personal service, and
shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement
or such other address as may be hereafter specified in writing.
Notices to be sent to: Notices to be sent to:
CITY: CONSULTANT:
Attn: Gunnar Fridriksson Attn: Dan Eggers
City of Bremerton Stantec
345 6th Street, Suite 100 1687 114th Avenue SE Suite 100
Bremerton, WA 98337-1891 Bellevue WA 98004-6964
J. Waiver: Failure to enforce any provision of this Agreement shall not be deemed a
waiver of that provision. Waiver of any right or power arising out of this Agreement shall not be
deemed waiver of any other right or power.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
K. Non-Waiver of Breach: The failure of the City to insist upon strict performance of
any of the covenants and agreements contained herein, or to exercise any option herein conferred
in one or more instances shall not be construed to be a waiver or relinquishment of said covenants,
agreements or options, and the same shall be and remain in full force and effect.
L. Compliance with Laws: Consultant shall comply with all applicable Federal, State,
and local laws in performing its obligations under this Agreement.
M. Choice of Law and Venue: This Agreement shall be interpreted according to the
laws of the State of Washington. Any judicial action to resolve disputes arising out of this
Agreement shall be brought in Kitsap County Superior Court.
N. Attorneys’ Fees: In the event of litigation to enforce any of the terms or provisions
herein, each party shall pay all its own costs and attorney’s fees.
O. Assignment: Any assignment of this agreement by the Contractor without the
written consent of the City shall be void.
VIII. Equal Employment Opportunity Statement: In the hiring of employees for the
performance of work under this Agreement, the Consultant, its subcontractors, or any person
acting on behalf of Consultant shall not discriminate in any employment practice on the basis of
age (40+), sex, race, creed, color, national origin, sexual orientation/gender identity, marital status,
military status, or the presence of any physical, mental or sensory disability.
IX. ADA Statement: The City of Bremerton does not discriminate on the basis of disability
in programs and activities, which it operates pursuant to the requirements of the Americans with
Disabilities Act of 1990, and ADA Amendments Act. This policy extends to both employment
and admission to participation in the programs, services and activities of the City of
Bremerton. Reasonable accommodation for employees or applicants for employment will be
provided.
X. Termination: This Agreement shall remain in force until completion and acceptance of
the services, terminated by written instrument upon mutual consent, or by the City of Bremerton
for convenience. This Agreement may be immediately terminated for cause by a Party if the other
Party substantially fails to perform through no fault of the terminating Party, and the non-
performing Party does not commence correction of the failure of performance within thirty (30)
days of the terminating Party’s sending notice to the non-performing Party. Any Notice by
Consultant shall include a report showing the status of all items listed in the Scope of Work current
through the termination date.
If the City receives reimbursement by any federal, state, or other source for work described
in Section I herein, and that funding is withdrawn, reduced or limited in any way, or the project is
cancelled or substantially reduced after the execution date of this Agreement and prior to the
completion of the work, the City may summarily terminate this Agreement.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
A. Excusable Delays: The right of Consultant to proceed shall not be terminated nor
shall Consultant be charged with liquidated damages for any delays in the completion of the work
due to: 1) any acts of the federal government in controlling, restricting, or requisitioning materials,
equipment, tools, or labor by reason of war, national defense, or other national emergency; 2) any
acts of the City, its consultants, or other public agencies causing such delay; and 3) causes not
reasonably foreseeable by the parties at the time of the execution of the Agreement that are beyond
the control and without the fault or negligence of the Consultant, including, but not restricted to,
acts of God, fires, floods, strikes, or weather of unusual severity. PROVIDED, HOWEVER, that
the Consultant must promptly notify the City within ten (10) calendar days in writing of the cause
of the delay. If, on the basis of the facts and the terms of this Agreement, the delay is properly
excusable, the City shall, in writing, extend the time for completing the work for a period of time
commensurate with the period of excusable delay.
B. Rights Upon Termination: In the event of termination, the City shall pay for all
services performed by the Consultant to the effective date of termination, as described on a final
invoice submitted to the City. After termination, the City may take possession of all records and
data within the Consultant's possession pertaining to this project which may be used by the City
without restriction. Any such use not related to the project which Consultant was contracted to
perform shall be without liability or legal exposure to the Consultant.
XI. Suspension & Debarment. For contracts involving Federal funding, Consultant hereby
certifies, by signing this agreement, that neither it nor its principals are presently debarred,
suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation
in this transaction by any Federal department or agency. Consultant shall provide immediate
written notice to the City if at any time it learns that it is or has become ineligible for certification.
Should Consultant enter into a covered transaction with another firm, Consultant agrees by signing
this agreement that it will verify that the firm with whom it intends to do business is not debarred,
suspended, ineligible, excluded or disqualified.
IN WITNESS WHEREOF, the parties below have executed this Agreement.
CITY : CONSULTANT:
CITY OF BREMERTON STANTEC CONSULTING SERVICES, INC.
By: By: ______________________________
Print Name: Print Name:
Its: Its: ______________________________
Date: Date: ______________________________
APPROVED AS TO FORM: ATTEST:
By: By: ______________________________
Roger A. Lubovich, Bremerton City Attorney Angela Hoover, City Clerk
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Senior Associate
4/19/2021
Dan Eggers
4/19/2021
Mayor
Greg Wheeler
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support
March 2021
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
Page 1 of 8
Exhibit A - SCOPE OF WORK McDougal Creek/Wheaton
Way Culvert Repair Permit Support
The City of Bremerton (City) has a failing stormwater culvert on McDougal Creek which runs
under Lower Wheaton Way at Schley Canyon, a designated fish stream. Stantec Consulting
Services, Inc. (Stantec) previously assisted the City with an upstream habitat assessment of
McDougal Creek and comparison to Anderson Creek in 2018. The City wishes to update and
build on this previous work to better understand the effectiveness of making this stream reach
fish passable with the culvert repairs. This additional work includes:
• Understanding the stability of the existing roadway and embankment
• Understanding the quality of the existing fish habitat downstream from the culvert
crossing
• The feasibility of restoring the downstream channel to promote fish passage to the
culvert location.
• Utilizing this feasibility in determining the best repair options for the culvert
• The capacity of the culvert post-repair and its impacts on water surface elevations
Representatives from Stantec, City, Washington Department of Fish and Wildlife (WDFW), and
Shannon And Wilson met on site January 14, 2021 to review the site, discuss the project,
research multiple options and coordinate the scope of work development with city staff.
The goal of this work effort is to revise the 2018 report to provide additional planning level
information to the City that evaluates the fish habitat of McDougal Creek and to assess the
hydraulics of a repaired culvert condition.
Task 1 – Project Management
Project management tasks will include work planning, meetings and communicating with
the City and Stantec’s subconsultant, Shannon and Wilson, and project QA/QC process.
This task also includes routine correspondence, billing, and incidental costs unassociated
with other tasks.
Assumptions
1. Stantec’s Sub Consultant mark-up of 10% is covered under this task to account for
Stantec-Sub Consultant communications, coordination of work, invoicing, and QA/QC
procedures.
Deliverables
1. Monthly Invoices
2. Meeting minutes for meetings or conference calls where minutes are deemed necessary,
jointly, by the City and Stantec.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
Page 2 of 8
Cost – Time and Materials not to exceed $8,332
Task 2 – Field Assessment and Data Collection
Stantec will complete a habitat assessment of the stream segment downstream of the
Wheaton Way culvert at McDougal Creek in Schley Canyon. Habitat assessment
methodology will be the same for the entire reach and will match the methodology
previously used for portions of Anderson and McDougal Creeks by Stantec staff in the
“Comparative Habitat Assessments of Anderson and McDougal Creeks” (Stantec 2018).
The habitat assessment will utilize established regional protocols to collect basic
measurements of stream habitat structure and conditions with the three stream segments.
Initial desktop analysis of the stream segments will be conducted to establish preliminary
stream reaches, based on topography and stream features. An inventory of stream habitat
types (riffle, pool, side channels, cascades, etc.) will quantified within each of the three
stream segments, along with bankfull widths, quantities of Large Wood Debris (LWD),
streamflow measurements for discharge estimation, and Wolman pebble counts to estimate
substrate compositions. Field efforts will be photographed and geo-referenced, data
recorded (digitally if possible), and information obtained added to a GIS map depicting
location, observations, and associated relevant information.
Stantec will update the previously generated habitat assessment report (Stantec 2018) to
include the assessment of the reach of McDougal Creek through Schley Canyon,
downstream of Wheaton Way.
Assumptions
2. City will obtain any required permissions for land access to avoid trespassing.
3. Stantec biologists will conduct stream assessments over a two-day period.
4. GIS documents and technical memorandum will be delivered electronically for review,
and hardcopy
Deliverables
3. GIS Map with overlays as described above
4. Update of 2018 Stantec Habitat Assessment Report presenting the field effort and data
collected
Exclusions
1. Professional land survey – this effort is for planning purposes only and not to generate
construction drawings for culvert repair. Professional land survey may be necessary at a
later phase of the project.
Schedule – task will be completed within 45 calendar days of receipt of notice to proceed and
associated City documents (and electronic files).
Cost— Time and Materials not to exceed $9,123
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
Page 3 of 8
Task 3 – Hydraulic Analysis of Existing and Repaired Culvert Condition
Stantec will analyze the hydraulics of the existing culvert and one (1) repaired culvert
condition. The repair will consist of a slip-lining the existing culvert in the same location as
the existing culvert. The diameter of the slip-lined repair is assumed to be approximately 30
inches, however, the diameter of the slip-lined repair will be determined during the final design
process for the slip-lining.
This evaluation will consist of the following work elements:
Task 3.1 - Hydrologic Analysis: Peak flows will be computed for flows ranging from the
50 to 0.2 percent annual chance exceedance events. The analysis will build upon previous
hydrologic analyses performed by or for the City. The analysis will be refined by
incorporating the effects of stormwater infrastructure on drainage basin area draining to
the location of the culvert crossing.
Task 3.2 - Hydraulic Analysis: Culvert hydraulics will be computed using a steady-state,
one-dimensional, HEC-RAS model of the culvert and McDougal Creek in the vicinity of
the crossing. Peak flows developed in Task 3.1 will be simulated in the hydraulics model.
Assumptions
1. The City will provide stormwater infrastructure features as a GIS layer.
2. The City will provide any previously developed hydraulic models or analyses. These are
assumed to be the models and analyses documented in the Schley Canyon Feasibility
Evaluation (Cardno 2016).
3. The City will provide all readily available survey and topographic data in the vicinity of
the project that will be used to develop and/or refine the hydraulic model.
4. GIS data and technical memorandum will be delivered electronically for review, and final
Deliverables
1. Drainage Basin GIS files
2. HEC-RAS files of the two (2) modeled culvert scenarios.
3. Technical Memorandum summarizing the results of the hydrologic and hydraulic
analyses, particularly noting the simulated water surface elevations of the various
percent-annual-chance exceedance flows at the upstream Wheaton Way roadway fill.
Exclusions
Schedule – the final technical memorandum will be provided to the City within 75 days of notice
to proceed.
Cost – Time and Materials not to exceed $8,228
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
Page 4 of 8
Task 4 – Assessment of Feasibility of Downstream Channel Restoration
Stantec will investigate the feasibility of restoring the McDougal Creek channel downstream
of the Wheaton Way culvert to promote fish passage to the culvert location. The investigation
will use the results and conclusions of the habitat assessment performed in Task 2, the
hydraulic conditions simulated in Task 3, and the geotechnical investigations performed by
Shannon and Wilson for the City.
In conjunction with City staff, and Shannon and Wilson, Stantec will consider up to three (3)
restoration methodologies/techniques from which to develop one (1) conceptual scenario for
downstream channel restoration that has the goal of promoting fish passage up Schley Canyon
to the culvert location. Stantec will research restoration methodologies/techniques applicable
to the Schley Canyon setting and present up to three (3) to the City for consideration to be used
to develop the one (1) channel restoration concept. The investigation will examine the
feasibility of the conceptual restoration by considering site opportunities, constraints, and risks.
The investigation will be documented in a report that incorporates the technical memoranda
developed in Tasks 2 and 3.
Assumptions
1. The feasibility assessment will incorporate the findings of Sub Consultant’s Task 2:
Geotechnical Slope Evaluation. (Sub Consultant Scope of Services attached as Exhibit
D).
2. Channel restoration methodologies/techniques will be informally presented to City staff
in a meeting; no technical memoranda or detailed documentation of the potential
techniques shall be developed beyond a summary of the techniques/methodologies that
were investigated and the reasoning for advancing the one (1) restoration concept.
3. The City will choose one (1) restoration methodology/technique to advance for use in the
development of one (1) restoration concept.
4. A study report will be delivered electronically for review, and final.
Deliverables
1. Study report summarizing the results of Tasks 2 - 4.
Exclusions
Schedule – the final study report will be provided to the City within 90 days of notice to proceed.
Cost – Time and Materials not to exceed $17,616
Task 5 – Management Reserve Fund (MRF)
The City may desire to establish a MRF to provide the Agreement Administrator with the
flexibility to authorize additional funds to the Agreement for allowable unforeseen costs, or
reimbursing the Consultant for additional work beyond that already defined in this SOW. Such
authorization(s) shall be in writing and shall not exceed $4,270. This fund may not be
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
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replenished. Any changes requiring additional costs in excess of the MRF shall be made in
accordance with the Agreement.
Conclusion
Stantec’s total proposed budget for this work is not to exceed $43,300. Our proposed schedule is
to complete the work effort and produce the described documents within 90 days from notice to
proceed.
The total proposed budget for this work (including Sub Consultant tasks, but exclusive of Optional
Tasks) is not to exceed $90,729.
This work scope is subject to the terms and conditions of the attached Professional Services
Agreement between the City of Bremerton and Stantec Consulting Services Inc.
Exhibit B - Work Schedule
Description Timeline
Task 1 Project Management Beginning to Closeout
Task 2 Field Assessment and Data Collection 45 days
Task 3
Hydraulic Analysis of Existing and Repaired Culvert
Condition
75 days
Task 4 Assessment of Feasibility of Downstream Channel
Restoration
90 days
Task 5 Management Reserve Fund (MRF) Beginning to Closeout
Total Final Study Report 90 days
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
Page 6 of 8
Exhibit C – Estimated Fee
Task 1 Project Management
Role Hours x Rate =
Junior Engineer/EIT 12 131.24$
Field Technician/Biologist - 110.90$
Field Technician/Scientist - 121.64$
Senior Hydraulic Engineer 8 251.79$
Senior Technical Advisor - 263.70$
Total Hours Total Labor
Direct Non-Salary Cost
Miscellaneous Costs
Task 2 Field Assessment and Data Collection
Role Hours x Rate =
Junior Engineer/EIT - 131.24$
Field Technician/Biologist 32 110.90$
Field Technician/Scientist 26 121.64$
Senior Hydraulic Engineer 4 251.79$
Senior Technical Advisor 4 263.70$
Total Hours Total Labor
Direct Non-Salary Cost
Mileage 648 miles at $0.54 per mile
Miscellaneous Costs
Task 3 Hydraulic Analysis of Existing and Repaired Culvert Condition
Role Hours x Rate =
Junior Engineer/EIT 32 131.24$
Field Technician/Biologist - 110.90$
Field Technician/Scientist - 121.64$
Senior Hydraulic Engineer 16 251.79$
Senior Technical Advisor - 263.70$
Total Hours Total Labor
Direct Non-Salary Cost
Mileage 0 miles at $0.54 per mile
Miscellaneous Costs
Estimate of Probable Cost
McDougal Creek/Wheaton Way Culvert Repair Permit Support
Estimated Cost
$1,574.88
$0.00
$0.00
$2,014.32
$0.00
$3,589.20
$0.00
$0.00
$0.00
$0.00
$3,589.20
Total Non-Salary Cost
Total Estimate of Task 1 Cost
Estimated Cost
$0.00
$3,548.80
$3,162.64
$1,007.16
$1,054.80
$8,773.40
Total Non-Salary Cost $0.00
$349.92
Estimated Cost
$4,199.68
$0.00
$0.00
$4,028.64
$0.00
Total Non-Salary Cost $349.92
Total Estimate of Task 2 Cost $9,123.32
$0.00
$8,228.32
$0.00
$0.00
$0.00
Total Estimate of Task 3 Cost $8,228.32
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
Page 7 of 8
Task 4 Assessment of Feasibility of Downstream Channel Restoration
Role Hours x Rate =
Junior Engineer/EIT 48 131.24$
Field Technician/Biologist - 110.90$
Field Technician/Scientist - 121.64$
Senior Hydraulic Engineer 24 251.79$
Senior Technical Advisor 20 263.70$
Total Hours Total Labor
Direct Non-Salary Cost
Mileage 0 miles at $0.54 per mile
Miscellaneous Costs
Task 5 Management Reserve Fund (MRF)
Role Hours x Rate =
Junior Engineer/EIT 131.24$
Field Technician/Biologist 110.90$
Field Technician/Scientist 121.64$
Senior Hydraulic Engineer 251.79$
Senior Technical Advisor 263.70$
Total Hours Total Labor
Direct Non-Salary Cost
Mileage 0 miles at $0.54 per mile
Miscellaneous Costs
Total Estimate of Task 5 Cost $4,270.00
$47,429.00
$4,742.90
Estimate of Cost for All Non-Optional Sub Consultant Tasks
Consultant mark-up of Cost Sub Consultant Non-Optional tasks (10 percent)
$0.00
$0.00
$4,270.00
Total Non-Salary Cost $4,270.00
$0.00
Estimated Cost
$6,299.52
$0.00
$0.00
$6,042.96
$5,274.00
$17,616.48
$0.00
$0.00
Total Estimate of Cost for All Non-Optional Sub Consultant Tasks $52,171.90
Total Estimate of Cost for All Non-Optional Consultant and Sub Consultant Tasks $94,999.22
Total Non-Salary Cost $0.00
Total Estimate of Task 4 Cost $17,616.48
Total Estimate of Cost for All Consultant Tasks $42,827.32
Estimated Cost
$0.00
$0.00
$0.00
$0.00
$0.00
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
City of Bremerton/Stantec Consulting Services Inc.
McDougal Creek/Wheaton Way Culvert Repair Permit Support Rev 02-22
Page 8 of 8
Exhibit D – Shannon and Wilson Scope of Services, Estimated
Fee, and Schedule
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
400 North 34th Street Suite 100 PO Box 300303 Seattle, Washington 98103-8636 206 632-8020 Fax 206 695-6777
www.shannonwilson.com
February 19, 2021
Mr. Gunnar Fridriksson
City of Bremerton Public Works and Utilities
100 Oyster Bay Avenue N
Bremerton, WA 98312
RE: PROPOSAL FOR GEOTECHNICAL EVALUATION AND MONITORING OF
SCHLEY CANYON CULVERT, BREMERTON, WASHINGTON
Dear Mr. Fridriksson:
We are pleased to submit this proposal to provide geotechnical engineering and monitoring
services for the Schley Canyon Culvert in Bremerton, Washington. This letter presents our
project understanding, proposed scope of services, and estimated fee for our geotechnical
services. Our proposed scope of services is based on conversations with you and a site visit
on January 14, 2021.
PROJECT UNDERSTANDING
The Schley Canyon Culvert is in the City of Bremerton (City) where McDougal Creek
crosses under Wheaton Way through a 3-foot-diameter concrete culvert. McDougal Creek
flows from north to south is approximately 3,100 feet in length from the Port Washington
Narrows north to the headwaters. The culvert at Wheaton Way is a total barrier to fish
passage, located approximately 840-feet upstream of the Port Washington Narrows
juncture. An in-depth analysis of the upstream habitat and creek from Wheaton Way north
is included in a study completed for the City by Stantec, Inc. in December of 2018.
The creek flows through an incised canyon, with mostly vertical sandy walls, and is mapped
as a high landslide and erosion geologic critical area. McDougal Creel was classified a Type
F (potential fish habitat) stream, as defined by Washington Administrative Code (WAC)
222-16-031 and Bremerton Municipal Code (BMC) 20.14.720, by WDFW in 2014.
The culvert was installed in 1926 by Kitsap County and is buried about 30 to 40 feet below
Wheaton Way in a sloped embankment. Erosion of the steep canyon led to a culvert failure
in 2010, sweeping a portion of the road and several sections of the pipe downstream. In
2010, gabion baskets were used to stabilize the roadway embankment and the culvert outlet
was repaired and extended with high-density polyethylene pipe. We understand the
concrete culvert is damaged; the bottom of the culvert is gone and water appears to flow
through the roadway embankment as well as the culvert. The gabion baskets below the
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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culvert outlet are rotating outward and bulging. The City is concerned that water flow
through the embankment could be causing voids to develop in the road embankment and
creating the potential for sinkholes to occur in the roadway and embankment instability.
In 2016, Shannon & Wilson teamed with Cardno to assist the City with a feasibility
evaluation for culvert repair and habitat restoration. We provided conceptual alternatives
for culvert replacement, which are included in Cardno’s Culvert Repair & Fish Habitat
Improvement at Wheaton Way Stream Crossing report dated March 24, 2016. We
understand Stantec is updating their 2018 report to evaluate creek restoration to allow fish
passage and provide recommendations for culvert replacement. We understand the culvert
will likely be repaired in the summer of 2021 with a liner and void grouting to address
immediate safety concerns. After the culvert is lined, the City will likely repair/stabilize the
embankment. The City may also regrade the channel at the culvert outlet. The City
requested that we evaluate the stability of the existing embankment and the proposed
alternatives for repairing the embankment. The City also request alternatives for
monitoring the road for damage and the slope for movement. The following sections
describe our proposed scope of services.
SCOPE OF SERVICES
We based our scope of services on conversations with you, Chance Berthiaume, and Dan
Eggers (Stantec). We included optional tasks that can be authorized if the City decides to
move forward with those items. Our scope of services will include the following tasks:
Task 1 – Project Management and Meetings
Task 2 – Geotechnical Slope Evaluation
Task 3 – Geotechnical Explorations and Void Evaluation (Optional)
Task 4 – Slope Movement Monitoring (Optional)
Task 5 – Pavement Monitoring (Optional)
Task 6 – Plans and Specification Review
Task 7 – Engineering Support During Bidding and Construction (Optional)
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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Task 1 - Project Management and Meetings
Project management tasks will involve planning the work, communicating with the City
and its project consultant, Stantec, and executing the project. We will coordinate with the
City and Stantec as needed throughout the project. We anticipate we will participate in four
1-hour, virtual meetings.
Deliverables:
Monthly Invoices.
Assumptions:
The slope stability evaluation will be completed in August 2021 and optional tasks will
not be authorized.
Task 2 - Geotechnical Slope Evaluation
This task includes performing geotechnical engineering analyses to evaluate the stability of
the existing embankment, evaluate options to stabilize the existing embankment, and to
evaluate the erodibility/stability of the downstream canyon sidewalls. Our analyses will be
based on available existing information. Our scope of services for this task includes:
Visit the site to assess the condition of the existing slope and gabions and observe the
condition of and the materials exposed in the canyon sidewalls.
Review available existing information including previous reports, as-built drawings,
and geologic maps.
Determine the Site Class for seismic design and select the appropriate the design
spectral acceleration parameters in accordance with the American Association of State
Highway and Transportation Officials Specifications for Road and Bridge.
Perform preliminary global stability analyses to evaluate the stability of the existing
embankment. We will perform 3 dimensional (3D) coupled seepage and slope stability
analyses and perform a parametric study to evaluate the location where water is flowing
and potential for void development. We will evaluate static and seismic conditions.
Develop and evaluate three conceptual alternatives to stabilize the embankment. After
evaluating the conceptual alternatives, we will meet with the City and Stantec to discuss
the alternatives and select an option to move forward to final design. We will provide
final design recommendations for the preferred alternative in our report.
Qualitatively evaluate the potential for slope instability of the canyon sidewalls due to
erosion.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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Provide a draft Geotechnical Engineering Report (GER) summarizing our observations,
analyses, and recommendations. After receiving comments from the City and other
reviewing agencies, we will address those comments and submit a final GER.
Deliverables:
Draft and Final GER.
Assumptions:
Two people from Shannon & Wilson will attend the site visit.
Our analyses will be based on available existing information gathered from the site
reconnaissance, previous reports, as-built drawings, and geologic maps.
Stantec will provide a topographic survey of the embankment.
We will provide our deliverables in electronic PDF format only.
Task 3 – Geotechnical Explorations and Void Evaluation (Optional)
To evaluate the subsurface conditions and the location and extent of the voids within the
embankment, we will drill exploratory borings and perform cross-hole seismic tomography.
Cross-hole seismic tomography is a geophysical method that measures the travel time of
seismic waves between an external source and a series of geophones placed in the boreholes.
The cross-hole seismic surveys will be performed between borings to develop a profile
between borings, which will identify anomalous velocity zones between boreholes and
imaging of individual velocity layers. This information can be utilized to evaluate the
presence of voids. Our scope of services for Task 3 includes the following:
Prior to conducting the field explorations, we will prepare a Geotechnical Exploration
Plan (GEP) and submit it to the City for review and approval. The GEP will detail the
type, location, and extent of proposed field explorations along with logistics necessary to
perform the work such as traffic control plans and staging areas. The work plans will be
used for utility locating clearances and for permitting that may be necessary to access
the exploration locations and to perform the work.
We will mark the proposed boring locations and arrange for utility locates using the
Utility Notification Center. Prior to drilling, we will visit the site to confirm the planned
exploration locations are clear of utilities.
We will drill four borings using sonic drilling methods. One boring will be located on
each side of the culvert on the north and south sides of the road. The borings will
extend a minimum of 20 feet below the bottom of the culvert. We assume this will be
60 feet below ground surface (bgs) on the inlet side of the culvert and 65 feet bgs on the
outlet side of the culvert. The borings will be capped with 8-inch-diameter flush-
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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mounted, steel monuments. The borings on the south side of the road will be drilled in
the sidewalk. We will attempt to drill the borings on the north side of the road in the
sidewalk; however, due to overhead power lines, the borings may have to be drilled in
the road.
We will install a 4-inch-outside-diameter polyvinyl chloride (PVC) casing in each boring,
which will be used to perform the cross-hole seismic tomography and can be used in the
future for void grouting. If voids are encountered during drilling, the casing will be
secured in place with bentonite chips, sand, or pea gravel, depending on the amount
and size of the voids encountered during drilling.
We will install a vibrating wire piezometer (VWP) in one of the borings to monitor
groundwater levels. The VWP will be connected to a datalogger and set to record data
every six hours. We will return to the site twice to collect the datalogger and download
groundwater level measurements.
We will return the soil cores, collected from the sonic core drilling effort, to our
warehouse where we will review the field soil classification, prepare summary boring
logs, and select samples for geotechnical laboratory testing.
We will perform as many as 40 moisture contents and 8 grain-size analyses on samples
collected from the soil core.
We will subcontract Global Geophysics, LLC to perform cross-hole seismic tomography.
We will prepare a Geotechnical Data Report (GDR) summarizing the field explorations
and testing, boring logs, laboratory test results, and the cross-hole seismic tomography.
The GDR can be included with the construction contract bid documents.
Deliverables:
Draft and Final GEP.
Draft and Final GDR.
Assumptions:
The subsurface exploration spoils will be non-hazardous. Analysis, testing, storage, and
handling of potentially contaminated soil and groundwater (either sampled or spoils
from drilling) are beyond this scope of services. If contaminated soils and/or
groundwater are encountered, the material will be properly contained on-site for
disposal as mutually agreed upon without additional cost to Shannon & Wilson.
All field work will be completed between the hours of 9:00 a.m. and 3:00 p.m., Monday
through Friday.
The drilling will be completed in eight days.
The seismic cross-hole tomography will be completed in two days.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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Drilling and cross-hole seismic tomography will require closing one lane of traffic. The
traffic control subcontract is included in this scope of services.
No street use permits will be required.
The drill rig and support truck can be staged at the City’s Engineering offices at
3027 Olympus Drive overnight, i.e., it does not need to be mobilized to the site each day.
The installed VWP will be abandoned by the Contractor during culvert repair
construction.
Prevailing wage is not required for the subcontractors.
We will dispose of the soil core after the final GDR is submitted. Shannon & Wilson can
store the soil core beyond that date for an additional fee.
We will provide our deliverables in electronic PDF format only.
Task 4 – Slope Movement Monitoring (Optional)
An in-place-inclinometer (IPI) could be installed to monitor slope movement. The IPI
would be installed in a 2.75-inch-diameter PVC casing and connect to an automated data
acquisition system (ADAS), which would transmit data remotely to Shannon & Wilson. The
IPI would be installed in a 75-foot-deep boring on the south side of the road. The ADAS
will require an enclosure and power source (solar panel and battery). The cable from the IPI
in the hole would need to be routed to the ADAS. The details of where the datalogger will
be mounted and the best way to route the cables to the datalogger will be determined
during a site visit and based on discussions with the City. For planning purposes, we
assume the ADAS enclosure and power source can be mounted on the fence or a nearby
light pole.
Deliverables:
IPI installation information will be included in the GDR.
Interim monitoring data via email.
Final monitoring summary letter.
Assumptions:
The slope movement monitoring will be performed from March through August 2021.
Shannon & Wilson will remove the IPI and ADAS system when monitoring is complete.
The boring for the IPI will be drilled at the same time as the explorations in Task 3. The
IPI installation plan will be included with the GEP as part of Task 3. A separate drill rig
mobilization will not be required.
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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The boring for the IPI will be completed in two days.
The IPI and ADAS installation will be completed in one day, after the explorations are
complete.
Task 5 – Pavement Monitoring (Optional)
We understand there is currently no observable distress at the pavement surface; however,
the City is concerned that sink holes could occur. To regularly observe the pavement
surface for cracking and signs of distress, we will set up a high definition camera mounted
to a light pole or other post at the site. The camera would be set to take photographs of the
pavement four times daily. The photos would be sent to the City and Shannon & Wilson
remotely via cellular service.
Shannon & Wilson will prepare a monitoring plan describing the installation location and
details for approval by the City. After the plan has been approved by the City, we will
install the camera and connect it to cellular service. We will set up and test the system to
confirm it is working properly.
Deliverables:
Draft and Final installation plan.
Letter documenting the installation and components installed.
Assumptions:
The pavement monitoring will be performed from February through August 2021.
Shannon & Wilson will remove the system when monitoring is complete.
The City will be responsible for reviewing the photographs for signs of pavement
distress.
Task 6 – Plans and Specification Review
Shannon & Wilson will review geotechnical aspects of the proposed repair plans and
specifications to confirm that our recommendations have been properly incorporated into
the project documents.
Task 7 – Engineering Support During Bidding and Construction
(Optional)
Shannon & Wilson assist the City during bidding and construction by responding to
questions from prospective contractors, reviewing contractor submittals, and responding to
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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contractor requests for information (RFIs). Shannon & Wilson will visit the site one time
during construction. We anticipate this site visit will occur during the gabion wall repair.
After our site visit, we will document our observations in a field activity report and submit
it to you.
Deliverables:
Responses to questions and RFIs via e-mail.
Review comments on submittals.
Field activity report.
Assumptions:
Additional engineering analyses will not be required.
Shannon & Wilson will not provide construction observation services.
We will visit the site once during construction.
ESTIMATED FEE AND SCHEDULE
We propose to provide the services described in this proposal on a time-and-expense basis.
Our rates will be billed at our direct rate times a multiplier of 3.1. The enclosed Tables 1 and
2 summarize our Estimate of Probable Cost and provide a summary of estimate hours for
each task. The table below shows a summary of our estimated fee for each task.
Task No. Estimated Fee
Task 1 - Project Management and Meetings $6,537
Task 2 – Geotechnical Slope Assessment $36,033
Task 3 – Geotechnical Explorations and Void Evaluation (Optional) $158,846
Task 4 – Slope Movement Monitoring (Optional) $60,133
Task 5 – Pavement Monitoring (Optional) $17,665
Task 6 – Plans and Specification Review $4,859
Task 7 – Engineering Support During Bidding and Construction (Optional) $8,822
We will begin our services upon receipt of written notice to proceed (NTP). We anticipate
the draft report for Task 2 could be completed within four weeks of NTP, if Task 3
explorations are not incorporated into the draft GER.
Task 3 depends on driller and geophysical subcontractor availability. We will begin
coordination after NTP for Task 3. We anticipate the drilling will take eight days to
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Mr. Gunnar Fridriksson City of Bremerton Public Works and Utilities
February 19, 2021
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complete and the geophysics will take two days. We will complete the laboratory testing
and boring logs within two weeks after drilling is complete. We will complete the draft
GDR within three weeks after the drilling and geophysics have been completed.
Shannon & Wilson has prepared the enclosed "Important Information About Your
Geotechnical/Environmental Proposal" to assist you and others in understanding the use
and limitations of our proposals.
We appreciate this opportunity to be of service to you and look forward to working with
you on this project. Please contact me if you have any questions. I can be reached at
(206) 695-6719 or by email at wlm@shanwil.com.
Sincerely,
SHANNON & WILSON
Wendy L. Mathieson, PE
Vice President
WLM:BSR/wlm
Enc: Table 1 – Estimate of Probable Cost (3 pages)
Table 2 – Summary of Estimated Hours (2 pages)
Important Information About Your Geotechnical/Environmental Proposal
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Schley Canyon Culvert
Bremerton, Washington
Proposal for Geotechnical Evaluation and Monitoring
Classification Hours x Rate1 =Cost
Vice President 22 $240.68 $5,295.05
Senior Professional I 4 $139.00 $556.02
Professional IV 2 $126.70 $253.39
Instrumentation Specialist 0 $146.07 $0.00
Senior Office Services 4 $108.16 $432.64
Total Hours 32 $6,537.09
Direct Non-Salary Cost COST
$0.00
$6,537.09
Classification Hours x Rate1 =Cost
Vice President 37 $240.68 $8,905.31
Senior Professional II 8 $143.16 $1,145.26
Senior Professional I 148 $139.00 $20,572.59
Professional IV 6 $126.70 $760.18
Senior Technical Services 20 $149.20 $2,984.06
Senior Office Services 3 $108.16 $324.48
Total Hours 228 $35,776.45
Direct Non-Salary Cost COST
Quantity Unit Price
Mileage 280 $0.56 $156.80
Miscellaneous copy costs, etc.1 $100.00 $100.00
$256.80
$36,033.25
Classification Hours x Rate1 =Cost
Vice President 16 $240.68 $3,850.94
Senior Professional II 24 $143.16 $3,435.79
Professional IV 256 $126.70 $32,434.43
Instrumentation Specialist 3 $146.07 $438.22
Senior Technical Services 9 $149.20 $1,342.83
Senior Office Services 9 $108.16 $973.43
Total Hours 317 $42,475.64
Direct Non-Salary Cost COST
Task 2 Geotechnical Slope Evaluation
Total Labor
Total Direct Non-Salary Cost
TOTAL ESTIMATE OF TASK 2 PROBABLE COST
Task 3 Geotechnical Explorations and Void Evaluation (Optional)
TOTAL ESTIMATE OF TASK 1 PROBABLE COST
Table 1 - Estimate of Probable Cost
Total Labor
Total Direct Non-Salary Cost
Miscellaneous copy costs, etc.
Task 1 Project Management and Meetings
Total Labor
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DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Schley Canyon Culvert
Bremerton, Washington
Proposal for Geotechnical Evaluation and Monitoring
Table 1 - Estimate of Probable Cost
Quantity Unit Price
Mileage 2000 mi $0.56 $1,120.00
Drilling Subcontract 1 ls $66,400.00 $66,400.00
Traffic Control Plan 1 ls $300.00 $300.00
Traffic Control 7 dy $3,000.00 $21,000.00
Geophysics 1 ls $24,000.00 $24,000.00
Vibrating Wire Piezometer 1 ea $650.00 $650.00
Datalogger 1 ea $850.00 $850.00
Geotechnical Laboratory testing 1 ls $2,000.00 $2,000.00
Miscellaneous copy costs, etc.1 ls $50.00 $50.00
$116,370.00
$158,845.64
Classification Hours x Rate1 =Cost
Vice President 12 $240.68 $2,888.21
Senior Professional II 8 $138.78 $1,110.24
Senior Professional I 32 $139.00 $4,448.13
Professional IV 24 $126.70 $3,040.73
Instrumentation Specialist 46 $146.07 $6,719.31
Senior Technical Services 4 $149.20 $596.81
Senior Office Services 2 $108.16 $216.32
Total Hours 128 $19,019.75
Direct Non-Salary Cost COST
Quantity Unit Price
Mileage 560 mi $0.56 $313.60
Drilling Subcontract 1 ls $12,200.00 $12,200.00
Traffic Control 2 dy $3,000.00 $6,000.00
In-place-Inclinometer 1 ls $15,000.00 $15,000.00
ADAS 1 ls $5,400.00 $5,400.00
Mounting Equipment and supplies 1 ls $2,200.00 $2,200.00
$41,113.60
$60,133.35
Total Direct Non-Salary Cost
Total Direct Non-Salary Cost
TOTAL ESTIMATE OF TASK 3 PROBABLE COST
TOTAL ESTIMATE OF TASK 4 PROBABLE COST
Task 4 Slope Movement Monitoring (Optional)
Total Labor
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DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Schley Canyon Culvert
Bremerton, Washington
Proposal for Geotechnical Evaluation and Monitoring
Table 1 - Estimate of Probable Cost
Classification Hours x Rate1 =Cost
Vice President 3 $240.68 $722.05
Instrumentation Specialist 36 $146.07 $5,258.59
Senior Technical Services 2 $149.20 $298.41
Senior Office Services 1 $108.16 $108.16
Total Hours 42 $6,387.21
Direct Non-Salary Cost COST
Quantity Unit Price
Mileage 140 $0.56 $78.40
Camera and Monitoring System 1 $9,000.00 $9,000.00
Mounting Equipment and supplies 1 ls $2,200.00 $2,200.00
$11,278.40
$17,665.61
Classification Hours x Rate1 =Cost
Vice President 12 $240.68 $2,888.21
Senior Professional I 14 $139.00 $1,946.06
Instrumentation Specialist 0 $146.07 $0.00
Total Hours 26 $4,834.26
Direct Non-Salary Cost COST
Quantity Unit Price
Miscellaneous copy costs, etc.1 $25.00 $25.00
$25.00
$4,859.26
Classification Hours x Rate1 =Cost
Vice President 19 $240.68 $4,573.00
Senior Professional I 30 $139.00 $4,170.12
Total Hours 49 $8,743.12
Direct Non-Salary Cost COST
Mileage 140 $0.56 $78.40
$78.40
$8,821.52
$292,895.72TOTAL ESTIMATE OF PROBABLE COST FOR ALL TASKS
Task 6 Plans and Specification Review
Total Labor
Total Direct Non-Salary Cost
TOTAL ESTIMATE OF TASK 6 PROBABLE COST
Task 7 Engineering Support During Bidding and Construction (Optional)
Total Labor
Total Direct Non-Salary Cost
TOTAL ESTIMATE OF TASK 7 PROBABLE COST
Task 5 Pavement Monitoring (Optional)
Total Labor
Total Direct Non-Salary Cost
TOTAL ESTIMATE OF TASK 5 PROBABLE COST
106531-P Page 3 of 3 106531-P-L1-T1-T2rev2.xlsx - 2/19/2021/wp/lkn
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Schley Canyon Culvert
Bremerton, Washington
Proposal for Geotechnical Evaluation and Monitoring
Vice President Associate
Senior
Professional II
Senior
Professional
I Professional IV
Instrumentat
ion
Specialist
Senior
Technical
Services
Senior Office
Services
Task and/or Deliverable Rate $240.68 $180.76 $143.16 $139.00 $126.70 $146.07 $149.20 $108.16
1.0 Project Management and Meetings
Project management 16 4 20
Meetings 6 4 2 0 12
1.0 Subtotal 22 0 0 4 2 0 0 4 32
2.0
Site visit 6 6 12
Review existing information 4 8 12
Seismic hazard evaluation 2 4 8 14
3D Seepage Analyses 2 4 16 22
Slope stability analysis (1-cross section)4 2 16 22
Canyon sidewall stability/erosion evaluation 2 8 10
Evaluate alternatives to stabilize gabions 8 24 6 38
Final design of selected alternative 4 16 2 22
Draft Geotechnical Engineering Report 4 4 40 8 2 58
Final Geotechnical Engineering Report 1 12 4 1 18
2.0 Subtotal 37 6 8 148 6 0 20 3 228
3.0
Prepare draft Geotechnical Exploration Plan 2 10 2 2 1 17
Prepare final Geotechnical Exploration Plan 1 4 1 1 1 8
Mark boring locations and call utility locates 8 8
Coordination and preparation 2 16 18
Log borings 96 96
Review soil, prepare logs, select samples for lab testing 4 24 30 4 62
Collect groundwater measurements and process data 16 16
Geophysics 1 24 25
Prepare draft Geotechnical Report 4 40 4 2 50
Prepare final Geotechnical Report 2 12 2 1 17
3.0 Subtotal 16 0 24 0 256 3 9 9 317
Table 2 - Summary of Estimated Hours
Geotechnical Slope Evaluation
Geotechnical Explorations and Void Evaluation (Optional)
TOTAL HOURSTask No.
106531-P Page 1 of 2 106531-P-L1-T1-T2rev2.xlsx - 2/19/2021/wp/lkn
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85
Schley Canyon Culvert
Bremerton, Washington
Proposal for Geotechnical Evaluation and Monitoring
Vice President Associate
Senior
Professional II
Senior
Professional
I Professional IV
Instrumentat
ion
Specialist
Senior
Technical
Services
Senior Office
Services
Task and/or Deliverable Rate $240.68 $180.76 $143.16 $139.00 $126.70 $146.07 $149.20 $108.16
Table 2 - Summary of Estimated Hours
TOTAL HOURSTask No.
4.0
Log additional boring, prepare log, review soil 1 8 24 1 34
Site visit to develop ADAS plan 6 6
Order parts, coordinate, testing 1 6 7
Install system 12 12
Review data 8 20 8 36
Maintenance 6 6
Summary letter 2 12 8 4 1 27
4.0 Subtotal 12 0 8 32 24 46 4 2 128
5.0
Order parts, coordinate, testing 4 4
Install camera 10 10
Review photos 4 4
Maintenance 6 6
Summary letter 3 12 2 1 18
5.0 Subtotal 3 0 0 0 0 36 2 1 42
6.0
Review Plans and Specifications 8 8 16
Provide comments to City of Bremerton 4 6 10
6.0 Subtotal 12 0 0 14 0 0 0 0 26
7.0
Respond to Contractor questions during bidding 8 4 12
Respond to Contractor Requests for Information 6 6 12
Review Contractor Submittals 4 8 12
Site Visit 1 12 13
7.0 Subtotal 19 0 0 30 0 0 0 0 49
TOTAL HOURS 121 6 40 228 288 85 35 19 822
NOTE:
ADAS = automated data acquistion system
Engineering Support During Bidding and Construction (Optional)
Pavement Monitoring (Optional)
Plans and Specification Review
Slope Movement Monitoring (Optional)
106531-P Page 2 of 2 106531-P-L1-T1-T2rev2.xlsx - 2/19/2021/wp/lkn
DocuSign Envelope ID: 967F2119-0A03-421C-8931-6145931DBE85