HomeMy WebLinkAboutLetter of Transmittal: Patrick Bray- Professional Service Industries, Inc 13 36,,,7 0
CITY OF OSHKOSH
DEPARTMENT OF PUBLIC WORKS
215 CHURCH AVENUE,P.O.BOX 1130,OSHKOSH, WI 54903-1130
PHONE: (920)236-5065 FAX(920)236-5068
LETTER OF TRANSMITTAL
1,0: Patrick Bra Date: December 13, 2018
Professional Service Industries, Inc. Subject: Executed Agreement for 2019 CIP
3009 Vanclenbroek Road Subsurface Exploration and
Kaukauna, WI 54130 Geotechnical Engineer.nEvaItiati on
---------------1 1
Please find: Attached ❑ Under Separate Cover
F] Copy of Letter M Contracts ❑ Amendment F-1 Report El Agenda
❑ Meeting Notes n Photos El Mylars ❑ Change Order ❑ Plans
Specifications ❑ Estimates E] Diskette ❑ Zip Disk ❑ Other
Quantity Description
Executed Agreement
..............
-—------------
........................
These are being transmitted as indicated below:
❑ For Approval For Your Use ❑ As Requested ❑ For Review&Comment
Remarks:
Enclosed is the executed agreement for the 201.9 CIP subsurface exploration and geotechnical
engineering evaluation services. Please reference Contract 2018-45 on all of your invoices.
If you have any questions, please contact us.
City Clerk's Office-Original
cc: File-Original Signed:
Tracy9ay'lor'
1:\Eriginecring\Soil Borings\2019\11SI 1,G)'-Executed Agreement.12-13-18.docx
AGREEMENT
This AGREEMENT, made on the (day of 2018, by and
between the CITY OF OSHKOSH, party of the first part, hereinafter referred to as CITY,
and PROFESSIONAL SERVICE INDUSTRIES, INC., 3009 Vandenbroek Road, Kaukauna,
WI 54130, party of the second part, hereinafter referred to as the CONSULTANT,
W ITN ESSETH:
The CITY and the CONSULTANT, for the consideration hereinafter named, enter
into the following AGREEMENT for SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION FOR 201.9 CAPITAL IMPROVEMENT
PROD ECTS.
ARTICLE I. PROlEcT MANAGER
A. Assignment of Project Manager. 'The CONSULTANT shall assign the following
individual to manage the PROJEC'I'described in this AGREEMENT:
Patrick Bray, E.Ul', - Branch Manager
B. Changes in Project Manager. The CITY shall have the right to approve or
disapprove of any proposed change from the individual named above as project Manager.
The CITY shall be provided with a resume or other information for any proposed substitute
and shall be given the opportunity to interview that person prior to any proposed change.
ARTICLE 11. CITY REPRESENTATIVE
The CITY shall assign the following individual to manage the PROJECT described in
this AGREEMENT:
Laura Jungwirth, P.E. -Principal Civil Engineer
ARTICLE 111. SCOPE OF WORK
The CONSULTANT shall provide the services described in the CITY'S Reqilesffior
Proposal. The CITY may make or approve changes within the general Scope of Services in
this AGREEMENT. If SLICI-1 changes affect CONSULTANT's cost of or tune required for
performance of the services, an equitable adjustment will be made through an amendment
to this AGREEMENT.
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All reports, drawings, specifications, computer files, field data, notes, and other
documents and instruments prepared by the CONSULTANT as instruments of service shall
become property of the CITY upon payment for those documents by the CITY to the
CONSULTANT, and shall remain the property of the CITY.
ARTICLE IV, STANDARD OF CARE
The standard of care applicable to CONSULTANT's services will be the degree of
skill and diligence normally employed by professional consultants or consultants
performing the same or similar services at the time said services are performed.
CONSULTANT will re-perform any services not meeting this standard without additional
compensation.
ARTICLE V. OPINIONS OF COST, FINANCIAL CONSIDERATIONS, AND SCHEDULES
In providing opinions of cost, financial analyses, economic feasibility projections,
and schedules for the PROJECT, CONSULTANT has no control over cost or price of labor
and materials; unknown or latent conditions of existing equipment or structures that may
affect operation or maintenance costs; competitive bidding procedures and market
conditions; time or quality of performance by operating personnel or third parties; and
other economic and operational factors that may materially affect the ultimate project cost
or schedule. Therefore, it is understood between the parties the CONSULTANT makes no
warranty the CITY's actual project costs, financial aspects, economic feasibility, or schedules
will not vary from CONSULTANT's opinions, analyses, projections, or estimates.
ARTICLE VI. RECORD DRAWINGS
Record drawings, if required, will be prepared, in part, on the basis of information
compiled and furnished by others. CONSULTANT is not responsible for any errors or
omissions in the information from others the CONSULTANT reasonably relied upon and
are incorporated into the record drawings.
ARTICLE VIL CITY RESPONSIBILITIES
The CITY shall furnish, at the CONSULTANT's request, such information as is
needed by the CONSULTANT to aid in the progress of the PROJECT, providing it is
reasonably obtainable from City records.
To prevent any unreasonable delay in the CONSULTANT's work, the CITY will
examine all reports and other documents and will make any authorizations necessary to
proceed with work within a reasonable time period.
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ARTICLE VIII. ASBESTOS OR HAZARDOUS SUBSTANCES
If asbestos or hazardous substances in any form are encountered or suspected,
CONSULTANT will stop its own work in the affected portions of the PROJECT to permit
testing and evaluation.
If asbestos is suspected, CONSULTANT will, if requested, manage the asbestos
remediation activities using a qualified subcontractor at an additional fee and contract
terms to be negotiated.
If hazardous substances other than asbestos are suspected, CONSULTANT will, if
requested, conduct tests to determine the extent of the problem and will perform the
necessary studies and recommend the necessary remedial measures at an additional fee and
contract terms to be negotiated.
The CITY recognizes CONSULTANT assumes no risk and/or liability for a waste or
hazardous waste site originated by other than the CONSULTANT.
ARTICLE IX CITYS INSURANCE
The CITY will maintain property insurance on all pre-existing physical facilities
associated in any way with the PROJECT.
The CITY will provide (or have the construction contractor(s) provide) a Builders
Risk All Risk insurance policy for the full replacement value of all project work including
the value of all onsite CITY-furnished equipment and/or materials associated with
CONSULTANT's services. Upon request, the CITY will provide CONSULTANT a copy of
such policy.
ARTICLE X. TIME OF COMPLETION
The work to be performed under this AGREEMENT shall be commenced and the
work completed within the time limits as agreed upon in the CITY's Request far Proposal.
The CONSULTANT shall perform the services under this AGREEMENT with
reasonable diligence and expediency consistent with sound professional practices. The
CITY agrees the CONSULTANT is not responsible for damages arising directly or
indirectly from any delays for causes beyond the CONSULTANT's control. For the
purposes of this AGREEMENT, such causes include, but are not limited to, strikes or other
labor disputes, severe weather disruptions or other natural disasters, failure of performance
by the CITY, or discovery of any hazardous substances or differing site conditions. If the
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delays resulting from any such causes increase the time required by the CONSULTANT to
perform its services in an orderly and efficient manner, the CONSULTANT shall be entitled
to an equitable adjustment in schedule.
ARTICLE XI. COMPONENT PARTS OF THE AGREEMENT
This AGREEMENT consists of the following component parts, all of which are as
fully a part of this AGREEMENT as if herein set out verbatim, or if not attached, as if hereto
attached:
1. This Instrument
2. CITY's Retltiestfor Proposal dated October 23, 2018 and attached hereto
3. CONSULTANT's Proposal dated November 5, 2018 and attached hereto
In the event any provision in any of the above component parts of this
AGREEMENT conflicts with any provision in any other of the component parts, the
provision in the component part first enumerated above shall govern over any other
component part which follows it numerically except as may be otherwise specifically
stated.
ARTICLE XII. PAYMENT
A. The Agreement Sum. The CITY shall pay to the CONSULTANT for the
performance of the AGREEMENT the total sure as set forth below, adjusted by any changes
hereafter mutually agreed upon in writing by the parties hereto:
• Time and Materials Not to Exceed $51,669 (Fifty One Thousand Six .Hundred
Sixty Nine Dollars).
0 Attached fee schedule shall be firm for the duration of this AGREEMENT.
B. Method of Payment. The CONSULTANT shall submit itemized monthly
statements for services. The CITY shall pay the CONSULTANT within thirty (30) calendar
days after receipt of such statement. If any statement amount is disputed, the CITY may
withhold payment of such amount and shall provide to CONSULTANT a statement as to
the reason(s) for withholding payment.
C. Additional Costs. Costs for additional services shall be negotiated and set
forth in a written amendment to this AGREEMENT executed by both parties prior to
proceeding with the work covered under the subject amendment.
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D. Indirect Costs. Indirect costs such as computer time, printing, copying, cell
phone charges, telephone charges, and equipment rental shall be considered overhead and
shall not be invoiced separately to the PROJECT.
E. Expenses. Expenses may be billed with up to a maximum of 1.0`%> mark-up.
All invoices with expenses shall include supporting documentation of the expense. Failure
to include the supporting documentation will result in the reduction of payments by the
amount of those expense(s)not including documentation.
ARTICLE XIII. HOLD:HARMLESS
The CONSULTANT covenants and agrees to protect and hold the City of Oshkosh
harmless against all actions, claims, and demands to the proportionate extent carried by or
resulting from the intentionally wrongful or negligent acts of the CONSULTANT, his/her
agents or assigns, his/her employees, or his/her subcontractors related to the performance
of this AGREEMENT or be caused or result from any violation of any law or administrative
regulation, and shall indemnify the CITY for all sums including court costs, attorney fees,
and damages of any kind which the CITY may be obliged or adjudged to pay on any such
claims or demands upon the CITY's written demand for indemnification or refund for those
actions, claim, and demands caused by or resulting from intentional or negligent acts as
specified in this paragraph.
Subject to any limitations contained in Sec. 893.80 and any similar statute of the
Wisconsin Statutes, the CITY further agrees to hold CONSULTANT harmless from any and
all liability, including claims, demands, losses, costs, damages, and expenses of every kind
and description (including death), or darnages to person or property arising out of re-use of
the documents without consent where such liability is founded upon or grows out of the
acts or omission of any of the officers, employees or agents of the City of Oshkosh while
acting within the scope of their employment.
ARTICLE XIV. INSURANCE
The CONSULTANT agrees to abide by the attached City of Oshkosh Insurance
Requirements,
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ARTICLE XV. TERMINATION
A. For Cause. If the CONSULTANT shall fail to fulfill in timely and proper
manner any of the obligations under this AGREEMENT, the CITY shall I-lave the right to
terminate this AGREEMENT by written notice to the CONSULTANT. In this event, the
CONSULTANT shall be entitled to compensation for any satisfactory, usable work
completed.
B. For Convenience. The CITY may terminate this AGREEMENT at any time by
giving written notice to the CONSULTANT no later than ten (10) calendar days before the
termination date. If the CITY terminates under this paragraph, then the CONSULTANT
shall be entitled to compensation for any satisfactory work performed to the date of
termination.
This document and any specified attachments contain all terms and conditions of the
AGREEMENT and any alteration thereto shall be invalid unless made in writing, signed by
both parties and incorporated as an amendment to this AGREEMENT.
ARTICLE XVI. RE-USE OF PROJECT DOCUMENTS
All reports, drawings, specifications, documents, and other deliverables of
CONSULTANT, whether in hard copy or in electronic form, are instruments of service for
this PROJECT, whether the PROJECT is completed or not. The CITY agrees to indemnify
CONSULTANT and CONSULTANT's officers, employees, subcontractors, and affiliated
corporations from all claims, damages, losses, and costs, including, but not limited to,
litigation expenses and attorney's fees arising out of or related to the unauthorized re-use,
change, or alteration of these project documents.
ARTICLE XVII. SUSPENSION, DELAY, OR INTERRUPTION OF WORK
The CITY may suspend, delay, or interrupt the services of CONSULTANT for the
convenience of the CITY. In such event, CONSULTANT's contract price and schedule shall
be equitably adjusted.
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ARTICLXXVIII. NO THIRID-PARTY BENEFICIARIES
This AGREEMENT gives no rights or benefits to anyone other than the CITY and
CONSULTAN]"and has no third-party beneficiaries.
In the Presence of: CONSULTANT
By:
(Seal of Consultant 1,->-e4Y1& M4"Cltrg,�K
if a Corporation) (Specify Title) 0
By:
(Specify Title)
CITY OF OSHKOSH
By:
i�tnestness") Mark A. Rohloff, City Manager
And:
Vitae i e s Pamela R. Ubrig, City Clerk
APPROVED: I hereby certify that the necessary provisions
have been made to pay the liability which
will accrue tinder this AGREEMENF.
I'AAA
si, A�torney
City Comptroller
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A &
City
OfA:
Oshkosh
October 23, 2018
Patrick Bray
Professional Services Industries, Inc.
1125 West.Tuckaway Lane, Suite B
Menasha,WI 54952
E-Mail: patrick.bray ftsiusa.corn
RE: Request for Proposals for Subsurface Exploration and Geotechnical Engineering Evaluation
for 2019 Capital Improvement Projects
Dear Patrick:
The City of Oshkosh is hereby requesting proposals be submitted for Subsurface Exploration and
Geotechnical Engineering services related to the City's 2019 Capital Improvement projects.
The purpose of this exploration program is to identify the soil and groundwater conditions within the
depths of the project excavations. The reports are to provide a summarization of pavement and base
coarse thicknesses; soil type verification; bedrock depth, if encountered; and groundwater levels. In
addition, field screening of the soil samples is to be completed to identify potential environmentally-
impacted soil.
The proposal shall include, at a minimum: related project experience, planned project team and
resumes, engineering fee schedule, and a breakdown of costs, as requested in the enclosed Scope of
Services. This agreement will have three (3) separate deliverables, each with unique due dates that are
also listed in the Scope of Services. The proposals will be reviewed for completeness and how well it is
demonstrated the needs of the City of Oshkosh can be met. The award of this work will not be based
ill
solely on cost of the proposal
Questions regarding this request for proposal shall be emailed to me at "M wirth@ci,oshkosh.wi.us
(with the subject heading of "2019 Subsurface Exploration and Geotechnical Engineering Evaluation
RFP Questions") by 12:00 noon on Monday, October 29, 2018, The questions and appropriate
responses will be distributed to all parties receiving this Request for Proposals by 12:00 noon on
Tuesday, October 30, 2018. Please submit four (4) copies of the proposal to Tracy Taylor no later than
i
4:00 p.m. on Monday,November 5,2018. It is anticipated the award of this agreement will be made by
i
Wednesday, November 14, 2018, Please ensure you have the proper insurance paperwork, so the
award is not delayed,
F\Engineering\Soil$orings\2019\RFP\Cover Letters\PSI Cover Ltr_10-23-18.docx Page 1 of
City Hall,215 Church Avenue P,O. Box 1 130 Oshkosh,WI 54903-1130 http://www.ci.oshkosh.wi.us
l
SCOPE OF SERVICES FOR SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING SERVICES
2019 CAPITAL IMPROVEMENT PROJECTS
1. The scope of services for this project is to identify subsurface conditions within the depths of
various project excavations. The final reports are to provide a summarization of existing
pavement and base coarse thicknesses; soil classifications; bedrock depth, if encountered;
groundwater levels; and deep utility construction recommendations. Soil samples shall be split
and provided to the Environmental Services Consultant for field screening and to identify
potential environmentally-impacted soils. Reports shall be prepared in general accordance with
normally-accepted geotechnical engineering practices.
A total of 68 soil borings are anticipated for the following Capital Improvement projects.
A. Oregon Street(West 161h Avenue to West 211"Avenue)
1. West 16lh Avenue to West 1911,Avenue
a. (8)—30-ft borings.
b. Pavement type is 1948 Asphalt over Concrete with a 1995 Mill and Overlay.
2. West 191h Avenue to West 21s,Avenue
a. (4)—30-ft borings,
b. Pavement type is 1929 and 1948 Asphalt over Concrete with a 1995 Mill and Overlay.
B. Hazel Street(Washington Avenue to East Irving Avenue)
1. (8)—20-ft borings.
2. (2)—15-ft borings.
3. Pavement type is 1985 Concrete.
C. West Waukau Avenue Glatz Creek Crossing
1. (2)—25-ft borings
2. Pavement type is 1981 Concrete.
D. Universal Court(Universal Court,through Easements to South Washburn Street)
1. (6) -15-ftborings.
2. Borings will be in turf.
E. Kentucky Street(West New York Avenue to approximately 575'north)
1. (3) —15-ft borings.
2. Pavement type is 1998 Concrete,
F. Sheridan Street(West Murdock Avenue to Roosevelt Avenue)
1. (3)—15-ft borings,
2. Pavement type is 1971 Road Mix Asphalt with a 2006 Sealcoat.
G. Mitchell Street (West Murdock Avenue to northern terminus north of West Linwood
Avenue)
1. (3)—15-ft borings.
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2. The City of Oshkosh will perform the following tasks:
A. Provide Geotechnical Services Provider with diagrams/maps indicating general locations and
drilling depths of individual borings prior to work commencing.
B. Retain services of an Environmental Services Consultant to provide suspect locations for
sampling and other pertinent information, prior to drilling.
C. Provide Geotechnical Services Provider with an engineering staff member to assist in boring
layout,
D. Provide Geotechnical Services Provider with final location diagrams with GPS coordinates.
E. Provide ground elevations for each boring location for the Geotechnical Services Provider's
use in boring log development.
F. Set a"Pre-Construction Conference"with the Geotechnical Services Provider prior to starting
work. The Environmental Services Consultant shall also be present at this meeting, as well,
to discuss any issues and to coordinate the drilling schedule. Communication protocol will
be established at this meeting.
3. The Geotechnical Services Provider will perform the following tasks:
A. All items necessary to perform the tasks detailed in this Scope of Services.
B. Subsurface Exploration and Reporting
1. Mark the borings in the field and coordinate with Digger's Hotline. Re-marking of soil
boring locations due to weather will be the responsibility of the Geotechnical Services
Provider.
2. Set a meeting for boring layout per street with Environmental Services Consultant, all
Digger's Hotline locators, and City of Oshkosh Project Manager. The City Utility Locator
will NOT mark utilities down the entire street, due to the length of time this will take.
The Geotechnical Services Provider shall provide a mark point and the City Utility Locator
will locate within a designated radius (approximately 25 ) around the specific boring
locations.
3. Coordinate with the City of Oshkosh Project Manager and Environmental Services
Consultant Project Manager on drilling schedule and provide three (3) day notice of the
onsite boring-layout meeting.
4. The Geotechnical Services Provider will provide e-mails daily to the City Project Manager
and Environmental Services Consultant Project Manager,identifying which borings they
intend to complete each day.
5. All streets are to remain open to traffic. The Geotechnical Services Provider will be
responsible for furnishing all necessary barricades, flashers, flag persons, etc. to provide
adequate traffic control and still maintain the accesses as described herein. The signs shall
conform to Sections 637 and 643 of the State of Wisconsin Standard Specifications for Highway
and Structure Construction.
6. If a particular boring cannot be accessed during drilling operations, the Geotechnical
Services Provider shall work with the City of Oshkosh to determine a revised location.
7. Follow standard geotechnical practices for subsurface sampling,borehole abandonment,
and laboratory testing.
hFngineefinl;\Soil Borings\2019\1IMScope of Work-10-23-18.docx Page 3 of 6
a. Boring Identification.
b. Boring Depth (proposed and actual).
c. Pavement Thickness.
d. Base Coarse Thickness.
e. Fill Thickness.
f. Depth of Bedrock or Refusal,if present,
4. Project Deliverables
A. Schedule of Project Deliverables
1. Oregon Street report due December 28,2018.
2. Hazel Street and Ceape Avenue Parking Lot reports due January 18,2019.
3. Waukau Avenue/Glatz Crossing, Universal Court, Kentucky Street, Sheridan Street,
Mitchell Street, Crane Street, Plymouth Street, North Westhaven Drive, Ornro Road,
Edgewood Road, and Oaks Trail reports due March 1,2019.
4. West 281h Avenue and Sanitary Lift Station report due September 30,2019. Please note
that dates are not yet finalized for this specific project, so coordination with the City of
Oshkosh Project Manager is required before drilling can begin. Preliminary design is
anticipated for summer 2019, so drilling is anticipated to be completed. late
summer/early fall 2019.
B. Drilling can be completed during the week at the Geotechnical Services Provider's
convenience, with the exception of the dates listed in this paragraph, as long as the reports
are submitted no later than their respective due dates. There shall be no worl<occurring on
December 1, 2018 within Hazel Street, due to a previously-scheduled event. Further,no
restrictions are allowed outside of daylight hours on Hazel Street from November 23 to
December 31.
5. Proposal Cost Breakdown
A. Boring Layout
1. Cost to include coordination with Digger's Hotline, Utility Locators, and the City of
Oshkosh Project Manager.
2. Cost to include laying out and marking the borings in the field.
B. Mobilization/Daily Travel/Traffic Control for drilling(lump sum)
1. Additional payment for mobilization/daily travel/traffic control will not be considered
if the total footage of drilling,including the contingency amount,is not exceeded.
C. Soil Borings (per foot)
1. Cost to include proper borehole abandonment and street patching.
2. Cost to include providing cooled split samples to Environmental Services Consultant
twice daily.
3. Unit cost will also be used for additional drilling, if needed. The Miscellaneous
Additional Project(s)will be handled on a contingency basis,and are not guaranteed.
4. A contingency amount is added to the proposal cost breakdown sheets attached.
5. Anticipate hard drilling throughout the depths of the borings in this cost. A hard drilling
surcharge, once the agreement has been awarded, will not be approved,
D. Project Engineering and Reporting(lump sum)
1. Additional payment for project engineering and reporting will not be considered if the
total footage of drilling,including the contingency amount,is not exceeded.
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PROPOSAL COST BREAKDOWN FOR SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING SERVICES
2019 CAPITAL IMPROVEMENT PROJECTS
OREGON STREET (WEST 16TH AVENUE to WEST 21ST AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ $
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ $
3. Soil Borings Feet 360 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $
SUBTOTAL: OREGON STREET $
HAZEL STREET (WASHINGTON AVENUE TO EAST IRVING AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
L Boring Layout Sum 1 $ $
Mobilization/Daily Lump
2, Travel/Traffic Control Sum 1 $ $
3. Soil Borings Feet 190 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $
li SUBTOTAL; HAZEL STREET $
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KENTUCKY STREET (WEST NEW YORK AVENUE TO APPROXIMATELY 575'NORTH)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sun 1 $ $
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ $
3. Soil Borings Feet 45 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $
SUBTOTAL: KENTUCKY STREET $
SHERIDAN STREET(WEST MURDOCK AVENUE TO ROOSEVELT AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ $
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ $
3. Soil Borings Feet 45 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $
SUBTOTAL: SHERIDAN STREET $
r
4
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f@
k
PLYMOUTH STREET (WEST MURDOCK AVENUE TO ROOSEVELT AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ $
Mobilization/Daily Lump
2. Travelffraffic Control Sum 1 $ $
3. Soil Borings Feet 45 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $
SUBTOTAL: PLYMOUTH STREET $
NORTH WESTHAVEN DRIVE (OMRO ROAD TO 200' SOUTH)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QIY
Lump
1. Boring Layout Sum 1 $ $
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ $
3. Soil Borings Feet 15 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $
SUBTOTAL: NORTH WESTHAVEN DRIVE $
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OAKS TRAIL REPAVING (PARK ROAD AT NORTH END OF MENOMINEE PARK)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ $
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ $
3. Soil Borings Feet 30 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $ �_
SUBTOTAL: OAKS TRAIL REPAVING $
PARKING LOT IMPROVEMENTS (CEAPE AVENUE PARKING LOT)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ $
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ $
3. Soil Borings Feet 90 $ $
Project Engineering and Lump
4. Reporting Sum 1 $ $
SUBTOTAL: PARKING LOT IMPROVEMENTS $
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MISCELLANEOUS/UNDISTRIBUTED ITEMS
STEAM CLEANING OF
DRILLING EQUIPMENT (UNIT COST$ ) X 7 TIMES= $
ROCK CORING (UNIT COST$ ) X 100 FEET=$
SOIL BORINGS (UNIT COST$ ) X 100 FEET=$
BLIND DRILLING (UNIT COST$ ) X 100 FEET= $
ENVIRONMENTAL-ONLY
DRILLING (UNIT COST$ ) X 100 FEET=$
DRUMS FOR IMPACTED SOIL,INCLUDING RELOCATION TO CITY PROPERTY
(UNIT COST$ ) X 5 DRUMS=$
TOTAL PROPOSAL COST $
I:\Engineering\Soil Borings\2019\RMProposal Cost Breakdown_10.23-18.docx Page 9 of 9
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8VI
AGREEMENT
This AGREEMENT, made on the day of 2018, by and
between the CITY OF OSHKOSH, party of the first part, hereinafter referred to as CITY,
and CONSULTANT'S NAME address party of the second
part,hereinafter referred to as the CONSULTANT,
WITNESSETH:
The CITY and the CONSULTANT, for the consideration hereinafter named, enter
into the following AGREEMENT for SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION FOR 2019 CAPITAL IMPROVEMENT
PROJECTS.
ARTICLE I. PROTECT MANAGER
A. Assignment of Project Manager. The CONSULTANT shall assign the following
individual to manage the PROJECT described in this AGREEMENT:
Name-Title
B. Changes in Project Manager. The CITY shall have the right to approve or
disapprove of any proposed change from the individual named above as Project Manager.
The CITY shall be provided with a resume or other information for any proposed substitute
and shall be given the opportunity to interview that person prior to any proposed change.
ARTICLE I1. CITY REPRESENTATIVE
The CITY shall assign the following individual to manage the PROJECT described in
this AGREEMENT:
Laura Jungwirth, P.E. -Principal Civil Engineer
ARTICLE III. SCOPE OF WORK
The CONSULTANT shall provide the services described in the CITY'S Request for
Proposal. The CITY may make or approve changes within the general Scope of Services in
this AGREEMENT. If such changes affect CONSULTANT's cost of or time required for
performance of the services, an equitable adjustment will be made through an amendment
to this AGREEMENT.
T:\Engineering\Soi1 Borings\2019MMSample Current Agreement Form,10.23-16.docx Page 1 of 7
ARTICLE VIII. ASBESTOS OR HAZARDOUS SUBSTANCES
If asbestos or hazardous substances in any form are encountered or suspected,
CONSULTANT will stop its own work in the affected portions of the PROJECT to permit
testing and evaluation.
If asbestos is suspected, CONSULTANT will, if requested, manage the asbestos
remediation activities using a qualified subcontractor at an additional fee and contract
terms to be negotiated.
If hazardous substances other than asbestos are suspected, CONSULTANT will, if
requested, conduct tests to determine the extent of the problem and will perform the
necessary studies and recommend the necessary remedial measures at an additional fee and
contract terms to be negotiated.
The CITY recognizes CONSULTANT assumes no risk and/or liability for a waste or
hazardous waste site originated by other than the CONSULTANT.
ARTICLE IX. CITY'S INSURANCE
The CITY will maintain property insurance on all pre-existing physical facilities
associated in any way with the PROJECT.
The CITY will provide (or have the construction contractor(s) provide) a Builders
Risk All Risk insurance policy for the full replacement value of all project work including
the value of all onsite CITY-furnished equipment and/or materials associated with
CONSULTANT's services. Upon request, the CITY will provide CONSULTANT a copy of
such policy.
ARTICLE X. TIME OF COMPLETION
The work to be performed under this AGREEMENT shall be commenced and the
work completed within the time limits as agreed upon in the CITY's Request far Proposal.
The CONSULTANT shall perform the services under this AGREEMENT with
reasonable diligence and expediency consistent with sound professional practices. The
CITY agrees the CONSULTANT is not responsible for damages arising directly or
indirectly from any delays for causes beyond the CONSULTANT's control. For the
purposes of this AGREEMENT, such causes include, but are not limited to, strikes or other
labor disputes, severe weather disruptions or other natural disasters, failure of performance
by the CITY, or discovery of any hazardous substances or differing site conditions. If the
(:\Engineering\Soil Borings\2019\R Mample Current Agreement Form_10-23-Mcloa Page of
D. Indirect Costs. Indirect costs such as computer time, printing, copying, cell
phone charges, telephone charges, and equipment rental shall be considered overhead and
shall not be invoiced separately to the PROJECT.
E. Expenses. Expenses may be billed with up to a maximum of 10% mark-up.
All invoices with expenses shall include supporting documentation of the expense. Failure
to include the supporting documentation will result in the reduction of payments by the
amount of those expense(s)not including documentation.
ARTICLE XIII. HOLD HARMLESS
The CONSULTANT covenants and agrees to protect and hold the City of Oshkosh
harmless against all actions, claims, and demands to the proportionate extent caused by or
resulting from the intentionally wrongful or negligent acts of the CONSULTANT, his/her
agents or assigns, his/her employees, or his/her subcontractors related to the performance
of this AGREEMENT or be caused or result from any violation of any law or administrative
regulation, and shall indemnify the CITY for all sums including court costs, attorney fees,
and damages of any kind which the CITY may be obliged or adjudged to pay on any such
claims or demands upon the CITY's written demand for indemnification or refund for those
actions, claim, and demands caused by or resulting from intentional or negligent acts as
specified in this paragraph.
Subject to any limitations contained in Sec. 893.80 and any similar statute of the
Wisconsin Statutes, the CITY further agrees to hold CONSULTANT harmless from any and
all liability, including claims, demands, losses, costs, damages, and expenses of every kind
and description(including death), or damages to person or property arising out of re-use of
the documents without consent where such liability is founded upon or grows out of the
acts or omission of any of the officers, employees or agents of the City of Oshkosh while
acting within the scope of their employment.
ARTICLE XIV. INSURANCE
The CONSULTANT agrees to abide by the attached City of Oshkosh Insurance
Requirements.
l:\Engineering\SoilBorings\2019\111Mample Current Agreement Form-10-23-1$.do" Page 5 of 7
ARTICLE XVIII. NO THIRD-PARTY BENEFICIARIES
This AGREEMENT gives no rights or benefits to anyone other than the CITY and.
CONSULTANT and has no third-party beneficiaries.
In the Presence of: CONSULTANT
By:
(Seal of Consultant
if a Corporation) (Specify Title)
By:
(Specify Title)
CITY OF OSHKOSH
By:
(Witness) Mark A. Rohloff, City Manager
And:
(Witness) Pamela R. Ubrig, City Clerk
APPROVED: I hereby certify that the necessary provisions
have been made to pay the liability which
will accrue under this AGREEMENT.
City Attorney
City Comptroller
h\Engineering\Soil Borings\2019MP\Sample Current Agreement Eorm_10-23.18.docc Page 7 of 7
' .
4n*8^
4. WORKERS COMPENSATION AND EMPLOYERS LIABILITY—"M"' required bvWisconsin
State Statute or any Workers Compensation Statutes of dhTanand state.
^
A. Must carry coverage for Statutory Workers Compensation and on Employers Liability
limit of: '
�10] �OOE��hA��d�Ot
_ ` !
$500,000Dise@Ge Policy
C3\ $1DD.00O Disease— Each Employee �
�
5. UMBRELLA LIABILITY ~ If exposure exiats, provide coverage at least as broad as the !
underlying CVnnnoencia| General Li@bi|ih/, Watercraft Liability (if neqUiRad\. Automobile Liability |
and Employers Liability, with a minimum limit of $2,000,000 each occurrence and $2,000,000
aggregate, and a maximum self-insured retention Of$1O.00O. �
_
ADDITIONAL PROVISIONS
A. Acceptability of Insurers - Insurance isUo be placed with insurers who have anA.M.
Best rating of no less than A- and a Financial Size Category of no less than Class VI,
and who are authorized as an admitted insurance company in the state of Wisconsin.
B. Additional Insured Requirements — The following must be named as additional
insureds on all Liability Policies for liability arising out of project work - C|hx of ,
Oshkosh, and its mffivan$, council mnernbmrs, agents, employees and authorized
volunteers. On the Commercial General Liability Po|ioy, the additional insured
coverage must be ISO form CG20 10 0704 or its equivalent and also include
Products — Connp|eted Operations ISO form [:G 20 37 07 84orits equivalent for
m minimum of 2 years after acceptance of work. This does not apply to
Professional Liability, Workers Compensation and Employers L|mbi|itv.
C. Certificates ofInsurance acceptable tV the City of Oshkosh shall be submitted prior tO
commencement of the work to the applicable City department. These certificates shall
contain a pn]YiSinD that coverage afforded under the policies will not be canceled or
non renewed until at least 30 days' prior written notice has been given to the City Clerk �
—CityVfOohhoeh. �
�
�
�
�
�
�
�
�
�
�
U\ - 2
' .
POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 20100704
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ |TCAREFULLY,
ADDITIONAL INSURED — OWNERS LESSEES OR �
'
CONTRACTORS SCHEDULED ������� ^��
����x� x u�*�xv� u ��n�v� �� ���^u x������u����� u— ��x�����o� ��o��
ORGANIZATION
'
�*u�����n�u�_�� xx��m�
This endorsement modifies insurance provided under the following: |
'
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Or Organization(s): Location(s) Of Covered Operations
As required by contract Any and all job sites
Name Of Additional Insured Person(s)
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.
A. Section U — VVho Is An Insured is amended to B. With respect to the insurance afforded to these
include as an additional insured the parson(n) or additional insureds, the following additional exou-
orQanizoUon(o) shown in the Schedu|e, but only sionoapp|y:
with respect to liability for "bodily injury', "property
damage" or "personal and advertising injury" This insurance does not apply to "bodily injury" or
caused, in whole or in part, by: "property damage"occurring after:
1. Your acts oromissions; or 1. All wmrk, including materio|a, parts or oquip-
2. The acts or omissions of those acting on your ment furnished in connection with such wmrk,
behalf; on the project(other than aemice, maintenance
or repairs) to be performed byoron behalf of
In the performance of your ongoing operations for the additional insured(s) at the location of the
the additional insured(s) at the location(s) design- covered operations has been completed; or
nmbedabovm. 2. That portion uf "your work" out of which the
injury or damage arises has been put to its in-
tended use by any person or organization other
than another contractor or subcontractor en-
gaged in performing operations for a principal
eoo part of the same project.
Taylor, Tracy L
From: Taylor,Tracy L
Sent: Tuesday, October 30, 2018 2:39 PM
To: Taylor,Tracy L
Cc: Jungwirth, Laura
Subject: Questions re: Request for Proposal for 2019 CIP Subsurface Exploration and
Geotechnical Engineering Evaluation for the City of Oshkosh
There were no questions received.
Tracy L. "Taylor
Deparfinlent of Public Works
City of Oshkosh
920.236,5195
Follow us:Web I Facebook i Twitter
Oshkosh
tntertek
PROPOSAL FOR SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING SERVICES
City of Oshkosh 2019 Capital Improvement Projects
BONN
'Oshkoxh
Prepared for:
City of Oshkosh
Department of Public Works
215 Church Avenue
P.O. Box 1130
Oshkosh, WI 54903-1130
November 5, 2018
PSI Proposal No. PO-0094-260919
U1C'PC'k PSI Proposal No.:0094-260919
2019 Capital Improvement Projects
November 5,2018
Professional Service Industries, Inc.
3009 Vandenbroek Road
Kaukauna, Wisconsin 54130
Phone: (920)-735-1200
Fax: (920) -735-1840
Ms. Laura Jungwirth, P.E.
City of Oshkosh Department of Public Works
215 Church Avenue
P.O. Box 1130
Oshkosh, WI 54903-1130
Re: Geotechnical Engineering Services Proposal
City of Oshkosh 2019 Capital Improvement Projects
PSI Proposal No.: PO-0094-260919
Dear Ms. Jungwirth,
Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit
this proposal to provide geotechnical engineering services for the City of Oshkosh 2019
Capital Improvement Projects. Additional background information is included to provide
you with a general overview of our company, as well as demonstrate that PSI has the
equipment, experience, and personnel resources to provide quality subsurface
exploration and geotechnical engineering services for your 2019 Capital Improvement
Projects.
We appreciate the opportunity to offer our services. Please call at any time if we can be
of assistance.
Sincerely yours,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Patrick Bray, E.I.T. James M. Becco, P.E.
Branch Manager Vice President
www.intertek.corn/bui lding U 1)
intertek PSI Proposal No.: 0094-260919
2019 Capital Improvement Projects
November 5, 2018
SUBJECT: Proposal for Subsurface Exploration and Geotechnical
Engineering Services
2019 Capital Improvement Projects
City of Oshkosh, Wisconsin
PSI Proposal No. PO-0094-260919
STATEMENT OF INTEREST
Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit
this proposal to provide Subsurface Exploration and Geotechnical Engineering Services
for the 2019 Capital Improvement Projects in the City of Oshkosh. Professional Service
Industries is a privately held corporation that was incorporated in Delaware on June 26,
1972. PSI acquired Midwest Engineering Services, Inc., a Wisconsin corporation, in a
stock transaction on March 31, 2014. All Midwest Engineering personnel were retained
after the purchase. Within Wisconsin, PSI has four (4) offices located in Waukesha,
Ripon, Kaukauna, and Chippewa Falls. PSI is well-poised geographically to efficiently
provide the subsurface exploration and geotechnical engineering services for the City of
Oshkosh from this network of branch offices. PSI has the necessary experience,
personnel, and equipment resources to complete assignments in a professional manner
on a timely basis, at a reasonable cost. We have performed geotechnical services for
numerous private development and public works projects throughout Wisconsin,
including for the City of Oshkosh 2018 Capital Improvement Projects. The requested
workscope will be performed by our Kaukauna branch office. Additional company and
personnel information is provided in the Statement of Qualifications in Appendix B.
Based on the information provided in your October 23, 2018 Request for Proposal
(RFP), a brief description of our understanding of the projects and a discussion of the
scope of services to be provided are included in the following paragraphs.
PROJECT AND SERVICES OVERVIEW
It is understood the proposed 2019 Capital
Improvement Projects will consist of utility and
pavement construction along portions of Oregon
Street, Hazel Street, West Waukau Avenue,
Universal Court, Kentucky Street, Sheridan
Street, Mitchell Street, Crane Street, Plymouth shk"'OS111
Street, North Westhaven Drive, Omro Road,
Edgewood Road, and West 28th Avenue. The
projects will also include pavement reconstruction
for the Oaks Trail Repaving and the Ceape
www.iiitertek.com/buiIding
Proposal for Subsurface Exploration and Geotechnical Engineering Services
2019 Capital Improvement Projects
PSI Proposal No.: PO-0094-260919 ton
November 5, 2018
Page 2
Avenue Parking Lot Improvements. A total of 68 soil borings extending to depths
ranging from about 10 to 30 feet (1,345 lineal feet) have been requested to provide
subsurface information for design of these projects. Based on a site reconnaissance, it
is anticipated that traffic control consisting of flagging personnel will be required in some
locations. The workscope is divided into fifteen (15) contracts. The requested
workscope and services to be provided by contract are documented in Scope of
Services section of the RFP, provided in Appendix A.
Preliminary meetings for boring layout will be coordinated with utility locators and City of
Oshkosh personnel to determine the specific soil boring locations. PSI will coordinate
planned drilling schedules with City of Oshkosh personnel, for traffic control and
environmental issues, as required.
As requested, 68 soils borings will be drilled to depths ranging from 10 to 30 feet (1,345
lineal feet), or to auger penetration refusal depths. Drilling without sampling and rock
coring at offset locations may be necessary to confirm refusal depths and the presence
of bedrock. It is understood the sites are accessible with a standard truck-mounted drill
rig. The subsurface exploration will be performed with a truck-mounted drill rig or an all-
terrain (ATV) mounted rig drill rig, utilizing continuous flight hollow stem auger to
advance the test holes. Soil samples will be secured by the Standard Penetration Test
method at 2.5-ft. intervals throughout the borings. Laboratory visual classification and
other testing, as applicable, will be performed to determine the behavioral characteristics
of the subsurface materials encountered.
Following the completion of drilling activities and groundwater observations, the
boreholes will be backfilled with bentonite chips and the surface pavements patched
with asphalt, as needed. The field work will be performed in general accordance with
the RFP Scope of Services Requirements, which are included in Appendix A. The
results of the subsurface exploration and laboratory testing will be utilized in an
engineering evaluation and presented in written reports for each contract, summarizing
the soil and groundwater conditions encountered, and provide engineering evaluation in
general accordance with the RFP Scope of Services requirements.
COST ESTIMATE
PSI proposes to perform these services in accordance with the RPF-Proposal Cost
Breakdown and PSI's Standard Fee Schedule, both of which are enclosed in Appendix
A. A summary of the anticipated cost for the outlined services is the sum of the
individual contract totals. An additional cost is included for steam cleaning, rock coring,
drilling without sampling, miscellaneous additional projects, and environmental only
drilling, if required. The sum for the requested services will be on the order of
$51,669.00. Final compensation will depend upon the actual number and depth of
borings drilled and laboratory tests performed. Where an alteration to the workscope
may be warranted, or additional services are needed, prior authorization from the client
www.intertek.coin/building
I
Proposal for Subsurface Exploration and Geotechnical Engineering Services
2019 Capital Improvement Projects
PSI Proposal No.: PO-0094-260919 (on
November 5, 2018
Page 3
will be obtained, and any additional work will be charged at the unit rates shown on the
accompanying Standard Fee Schedule,
AUTHORIZATION
PSI will proceed with the work on the basis of written approval. Please provide formal
acceptance by having an appropriate party sign in the space below. The return of only
the signature page will indicate acceptance of the entire proposal document, including
Appendix A and Appendix B.
Should you have any questions regarding this proposal, or if we could be of any other
assistance, please call at any time. We are looking forward to working with you on this
project.
Sincerely,
PROFESSIONAL SERVICE INDUSTRIES, INC.
C .
Patrick Bray, E.I.T. James M. Becco, P.E.
Branch Manager Vice President
Accepted by: City of Oshkosh
Name:
Signature:
Title:
Date:
Appendix A: Request for Proposal Information
Standard Fee Schedule
Insurance Certificate
Appendix B: Statement of Qualifications
www.ititertek.com/building
APPENDIX A
Request for Proposal Information
Standard Fee Schedule
Insurance Certificate
SCOPE OF SERVICES FOR SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING SERVICES
2019 CAPITAL IMPROVEMENT PROJECTS
1. The scope of services for this project is to identify subsurface conditions within the depths of
various project excavations. The final reports are to provide a summarization of existing
pavement and base coarse thicknesses; soil classifications; bedrock depth, if encountered;
groundwater levels; and deep utility construction recommendations. Soil samples shall be split
and provided to the Environmental Services Consultant for field screening and to identify
potential environmentally-impacted soils. Reports shall be prepared in general accordance with
normally-accepted geotechnical engineering practices.
A total of 68 soil borings are anticipated for the following Capital Improvement projects.
A. Oregon Street(West 161h Avenue to West 21s'Avenue)
1. West 1611,Avenue to West 1911,Avenue
a. (8)—30-ft borings.
b. Pavement type is 1948 Asphalt over Concrete with a 1995 Mill and Overlay.
2. West 1911,Avenue to West 21s,Avenue
a. (4)—30-ft borings.
b. Pavement type is 1929 and 1948 Asphalt over Concrete with a 1995 Mill and Overlay.
B. Hazel Street(Washington Avenue to East Irving Avenue)
1. (8)—20-ft borings.
2. (2)—15-ft borings.
3. Pavement type is 1985 Concrete.
C. West Waukau Avenue Glatz Creek Crossing
1. (2)—25-ft borings
2. Pavement type is 1981 Concrete.
D. Universal Court(Universal Court,through Easements to South Washburn Street)
1. (6)—15-ft borings.
2. Borings will be in turf.
E. Kentucky Street(West New York Avenue to approximately 575'north)
1. (3)—15-ft borings.
2. Pavement type is 1.998 Concrete.
F. Sheridan Street(West Murdock Avenue to Roosevelt Avenue)
1. (3)—15-ft borings.
2. Pavement type is 1971 Road Mix Asphalt with a 2006 Sealcoat.
G. Mitchell Street (West Murdock Avenue to northern terminus north of West Linwood
Avenue)
1. (3)—15-ft borings.
1:\EngineP.ring\Soi I Bonngs\2019\RFP\Scope of Work-10-23-IS.docx Pagel of
2. Pavement type is 1987 Road Mix Asphalt with a 2006 Sealcoat.
H. Crane Street(West Murdock Avenue to Roosevelt Avenue)
1. (3)—15-ft borings,
2. Pavement type is 1972 Road Mix Asphalt.
I. Plymouth Street (West Murdock Avenue to Roosevelt Avenue)
1. (3)—15-ft borings.
2. Pavement type is 1998 Road Mix Asphalt with 2006 Sealcoat.
J. North Westhaven Drive (Omro Road to 200'south)
1. (1)—15-ft boring.
2. Pavement type is Road Mix. Year of construction is unknown.
K. Omro Road (North Westhaven Drive to 650' east)
1. (3)—15-ft borings.
2. Pavement type is Road Mix, Year of construction is unknown.
L. Edgewood Road Sanitary Sewer(Ryf Road to 200'south of Shore Preserve Drive)
1. (2)—1.5-ft borings.
2. Pavement type is Road Mix. Year of construction is unknown.
M. Oaks Trail Repaving(Park Road at north end of Menominee Park)
1. (3)—10-ft borings.
2. Pavement type is 1930 Road Mix.
N. Parking Lot Improvements (Ceape Avenue Parking Lot)
1. (6)—15-ft borings.
2. Pavement type is Asphalt Parking Lot.
O. West 2811'Avenue (Oregon Street to eastern end of West 281h Avenue,including lift station)
1. West 281h Avenue from Oregon Street to eastern end.
a. (5)--20-ft borings.
b. Pavement type is 1966 gravel base with 1979 Road Mix and a 1988 Sealcoat.
2. Lift Station Property.
a. (3)—40-ft borings.
b. Borings will be in turf.
P. Miscellaneous Additional Project(s)
1. (5)—15-ft borings, (5)—20-ft borings.
2. Miscellaneous borings for any potential project(s) added to the Capital Improvements
Program.
Q. Environmental-Only Drilling
1. (10)—10-ft borings.
2. Environmental-only borings to document extent of potential contamination.
l:\Engineering\Soil Borings\2019\RFP\Scope of Work_10-23.18.docx Page 2 of 6
2. The City of Oshkosh will perform the following tasks:
A. Provide Geotechnical Services Provider with diagrams/maps indicating general locations and
drilling depths of individual borings prior to work commencing.
B. Retain services of an Environmental Services Consultant to provide suspect locations for
sampling and other pertinent information, prior to drilling.
C. Provide Geotechnical Services Provider with an engineering staff member to assist in boring
layout.
D. Provide Geotechnical Services Provider with final location diagrams with GPS coordinates.
E. Provide ground elevations for each boring location for the Geotechnical Services Provider's
use in boring log development.
F. Set a"Pre-Construction Conference"with the Geotechnical Services Provider prior to starting
work. The Environmental Services Consultant shall also be present at this meeting, as well,
to discuss any issues and to coordinate the drilling schedule. Communication protocol will
be established at this meeting.
3. The Geotechnical Services Provider will perform the following tasks:
A. All items necessary to perform the tasks detailed in this Scope of Services.
B. Subsurface Exploration and Reporting
1. Mark the borings in the field and coordinate with Digger's Hotline. Re-marking of soil
boring locations due to weather will be the responsibility of the Geotechnical Services
Provider.
2. Set a meeting for boring layout per street with Environmental Services Consultant, all
Digger's Hotline locators, and City of Oshkosh Project Manager. The City Utility Locator
will NOT mark utilities down the entire street, due to the length of time this will take.
The Geotechnical Services Provider shall provide a mark point and the City Utility Locator
will locate within a designated radius (approximately 25') around the specific boring
locations.
3. Coordinate with the City of Oshkosh Project Manager and Environmental Services
Consultant Project Manager on drilling schedule and provide three (3) day notice of tile
onsite boring-layout meeting.
4. The Geotechnical Services Provider will provide e-mails daily to the City Project Manager
and Environmental Services Consultant Project Manager, identifying which borings they
intend to complete each day.
5. All streets are to remain open to traffic. The Geotechnical Services Provider will be
responsible for furnishing all necessary barricades, flashers, flag persons, etc. to provide
adequate traffic control and still maintain the accesses as described herein. The signs shall
conform to Sections 637 and 643 of the State of Wisconsin Standard Specifications for Highway
and Structure Construction.
6. If a particular boring cannot be accessed during drilling operations, the Geotechnical
Services Provider shall work with the City of Oshkosh to determine a revised location.
7. Follow standard geotechnical practices for subsurface sampling,borehole abandonment,
and laboratory testing.
1AE'npneefing\Soi I Bonngs\2019\RFJ1\Scope of Work 10-23-18.docx Page 3 of 6
8. Perform standard geotechnical sampling with 15 split-spoon samples, spaced I'
(vertically) apart, starting at all even point below the pavement (i.e. I'). Representative
soil samples are to be obtained in the borings using split barrel techniques. Soil samples
are then to be sealed immediately in the field and returned to the laboratory for further
examination and testing. The Environmental Services Consultant shall be provided split-
spoon samples of all soil boring samples.
9. If refusal is reached prior to the indicated drilling depth, contact the City of Oshkosh
immediately and locate an additional boring in the same vicinity. If this boring also has
refusal at a depth similar to the initial boring, a collaborative decision will be made to
determine whether or not rock coring is necessary. Boring lengths are selected based on
the depths of the proposed utilities; therefore, accurate identification of material type to
the indicated depth is necessary. Due to the depths of the proposed utilities and material
type in Oshkosh,the Geotechnical Services Provider is required to anticipate hard drilling
throughout.
10. Soil parameters for pavement design are not being requested at this time. Any laboratory
testing is at the discretion of the Geotechnical Services Provider in order to provide
services as detailed herein. At a minimum, moisture contents and unconfined
compressive strengths should be noted on the soil boring diagrams.
11. Pavement shall be restored in-kind. It is the Geotechnical Services Provider's
responsibility to know current pavement type.
12. Groundwater elevations shall be estimated for every borehole.
C. Field Coordination and Environmental
1. The Environmental Services Consultant will prepare and provide a "quick reference
guide" for use by the Geotechnical Services Provider to provide additional information as
to what types of environmental impacts may be encountered. Should the Geotechnical
Services Provider encounter something they suspect is impacted, they shall notify the City
Project Manager and the Environmental Services Consultant Project Manager
immediately.
2. Representative soil samples are to be obtained in the borings using split barrel techniques.
Soil samples are then to be sealed immediately in the field. Split samples are to remain
cool until PID readings are taken by the Environmental Services Consultant.
3. Split samples shall be provided to the Environmental Services Consultant during drilling
operations.
D. Reporting Requirements
1. Project Overview.
2. Field Procedures.
3. Laboratory Procedures.
4. Exploration Results(broken down by street).
5. Considerations and Recommendations
a. Recommendations for deep sanitary sewer construction are requested (i.e. slope
stability and dewatering).
b. Other information as appropriate.
6. General Qualifications.
7. Individual Soil Boring Logs.
8. Soil Boring Location Diagram.
9. Summary Table (separate table for each street)
L\Enginecfing\Soil Bofings\2019\1011\Scope of WorL-10-23-18.docx Page 4 of 6
a. Boring Identification.
b. Boring Depth(proposed and actual).
c. Pavement Thickness,
d. Base Coarse Thickness.
e. Fill Thickness.
f. Depth of Bedrock or Refusal, if present.
4. Project Deliverables
A. Schedule of Project Deliverables
1. Oregon Street report due December 28,2018.
2. Hazel Street and Ceape Avenue Parking Lot reports due January 18,2019.
3. Waukau Avenue/Glatt Crossing, Universal Court, Kentucky Street, Sheridan Street,
Mitchell Street, Crane Street, Plymouth Street, North Westhaven Drive, Omro Road,
Edgewood Road, and Oaks Trail reports due March 1,2019.
4. West 28t1,Avenue and Sanitary Lift Station report due September 30, 2019. Please note
that dates are not yet finalized for this specific project, so coordination with the City of
Oshkosh Project Manager is required before drilling can begin. Preliminary design is
anticipated for summer 2019, so drilling is anticipated to be completed late
summer/early fall 2019.
B. Drilling can be completed during the week at the Geotechnical Services Provider's
convenience, with the exception of the dates listed in this paragraph, as long as the reports
are submitted no later than their respective due dates. There shall be no work occurring on
December 1, 2018 within Hazel Street, due to a previously-scheduled event. Further, no
restrictions are allowed outside of daylight hours on Hazel Street from November 23 to
December 31.
5. Proposal Cost Breakdown
A. Boring Layout
1. Cost to include coordination with Digger's Hotline, Utility Locators, and the City of
Oshkosh Project Manager.
2. Cost to include laying out and marking the borings in the field,
B. Mobilization/Daily Travel/Traffic Control for drilling (lump sure)
1. Additional payment for mobilization/daily travel/traffic control will not be considered
if the total footage of drilling, including the contingency amount, is not exceeded.
C. Soil Borings (per foot)
1. Cost to include proper borehole abandonment and street patching.
2. Cost to include providing cooled split samples to Environmental Services Consultant
twice daily.
3. Unit cost will also be used for additional drilling, if needed. The Miscellaneous
Additional Project(s)will be handled on a contingency basis, and are not guaranteed.
4. A contingency amount is added to the proposal cost breakdown sheets attached.
5. Anticipate hard drilling throughout the depths of the borings in this cost. A hard drilling
surcharge, once the agreement has been awarded,will not be approved.
D. Project Engineering and Reporting (lump sum)
1. Additional payment for project engineering and reporting will not be considered if the
total footage of drilling, including the contingency amount, is not exceeded.
1:AEngineering\Soil l3orings\2019\RFP\scope of Work_'10-23-18.docx Page 5 of 6
E. Steam cleaning costs will be handled on a contingency basis. If drilling in areas of known
contamination, steam cleaning is likely to be required. Steam cleaning shall be completed at
the City of Oshkosh Wastewater Treatment Plant in the sweeper dump upon prior
authorization by the City Project Manager. Do not cross contaminate samples.
F. Rock coring will be handled on a contingency basis. Quantities are not guaranteed. Be
prepared to rock core on a daily basis.
G. Blind drilling will be handled on a contingency basis. Quantities are not guaranteed. One
possible example where blind drilling might be used is if a boring hits refusal prior to the
indicated depth. Another boring would then be located a few feet away and blind drilled to
the initial refusal depth.
H. Environmental-only drilling will be handled on a contingency basis. Quantities are not
guaranteed. Geotechnical information (e.g., blow counts, geotechnical laboratory analysis,
etc.)will not be required for these soil borings. The Environmental Services Consultant must
be present during these borings to gather soil information, screen soils at regular intervals,
and collect samples for environmental laboratory analysis, as needed.
L Provide general rate sheets for items not covered in this Scope of Services.
6. Additional Information
A. All work shall be performed by qualified personnel tinder the supervision of a Registered
Professional Engineer in the State of Wisconsin. Reports shall bear the certificate and seal of
said Professional Engineer. ASTM or other recognized standard test methods and soil
classifications used in preparation of the reports shall be identified. The Geotechnical Services
Provider shall take all necessary precautions to prevent damage to all adjacent property. The
site is to be restored upon completion of drilling to its existing condition,including backfilling
of borings and patching of slabs and pavements. The City of Oshkosh is not responsible for
the cost of repair or replacement of any drilling equipment utilized on this project due to
difficult or adverse subsurface conditions.
B. The entire soil profile is required from the surface to the indicated depth.
C. Additional geotechnical recommendations may be required for the structural design of storm
water junction chambers. Payment for these extra services will be negotiated at a later date,
if necessary.
D. The number of borings and depths are subject to change. Additional street borings or pond
projects may be added to this agreement, or borings/work may be deleted at any time.
E. It is the Geotechnical Services Provider's responsibility to locate a dump site. The City of
Oshkosh will not provide a location to dump the material for non-impacted soil borings.
Impacted soil borings will be containerized in drums and relocated to a dump site selected by
the City of Oshkosh Project Manager.
F. This agreement will be per the City of Oshkosh Agreement form only;unless the Geotechnical
Services Provider has a previously-approved services agreement on file with the City of
Oshkosh. A sample agreement form is attached. The Geotechnical Services Provider's
standard or general services agreement language will NOT apply.
1: Lnginecring\Soil BoTings\2019\RFM Scope.of Work-10-23-18.docx Page 6 of 6
PROPOSAL COST BREAKDOWN FOR SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING SERVICES
2019 CAPITAL IMPROVEMENT PROJECTS
OREGON STREET (WEST 16T11 AVENUE to WEST 21ST AVENUE)
ITEM DESCRIPTION UNIT EST, BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sun? 1 $ 650 . 00 $ 600 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sutra 1 $ 800 . 00 $ 800 . 00
3. Soil Borings Feet 360 $ 13 . 95 $ 5, 022 . 00
Project Engineering and Lump
4. Reporting Sum 1 $ 2 , 600 . 00 $ 2 , 600 . 00
SUBTOTAL. OREGON STREET $ 9, 0 7 2 . 00
HAZEL STREET (WASHINGTON AVENUE TO EAST IRVING AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 350 . 00 $ 350 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 425 . 00 $ 425 . 00
3. Soil Borings Feet 190 $ 13 . 95 $ 2, 6 5 0 . 5 0
Project Engineering and Lump
4. Reporting Sum 1 $ 1, 375 . 00 $ 1, 37S . 00
SUBTOTAL; HAZEL STREET $ 4 , 800 . 50
hrngineering\Soil BoringsA2619\RF1'\Proposa1 Cost Breakdown_16-23-18,doex Page 1 of 9
WEST WAUKAU AVENUE GLATZ CREEK CROSSING
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 100 . 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic.Control Slim 1 $ 125 . 00 $ 125 . 00
3. Soil Borings Feet 50 $ 13 . 9 5._ $ 697 . 50
Project Engineering and Lump
4. Reporting Sum 1 $ 375 . 00 $ 375 . 00
SUBTOTAL: WEST WAUKAU AVENUE
GLATZ CREEK CROSSING $ 1, 297 . 50
UNIVERSAL COURT (UNIVERSAL COURT,THROUGH EASEMENTS TO
SOUTH WASHBURN STREET)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
Q7'Y.
Lump
1. Boring Layout Sum 1 $ 175 . 00 $ 175 . 00
Mobilization/Daily Lump
li 2. Travel/Traffic Control Sum 1 $ 200 . 00 $ 2 0 0 . 00
3. Soil Borings Feet 90 $ 13 . 95 $ 1, 255 . 50
Project Engineering and Lump
4. Reporting Sum 1 $ 650 . 00 $ 650 . 00
SUBTOTAL: UNIVERSAL COURT $ 2 , 280 . 50
i
I
]:AEngimwring\Soil Borings\20l9\RFP\Proposal Cost Breakdown 10-23-18.docx Page 2 of 9
I
ff
E
KENTUCKY STREET (WEST NEW YORK AVENUE TO APPROXIMATELY 575' NORTH)
ITEM DESCRIPTION UNIT EST, BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 100 . 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 100 . 00 $ 100 . 00
3. Soil Borings Feet 45 $ 13 . 95 $ 627 . 75
Project Engineering and Lump
4. Reporting Sum 1 $ 325 . 00 $ 325 . 00
SUBTOTAL: KENTUCKY STREET $ 1, 152 . 75
SHERIDAN STREET(WEST MURDOCK AVENUE TO ROOSEVELT AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 100 . 00 $ 100 . 00
Mobilization/'Daily Lump
2. Travel/Traffic Control Sum 1 $ 10 0 . 0 0 $ 100 . 00
3. Soil Borings Feet 45 $ 13 . 95 $ 627 . 75
Project Engineering and Lump
4. Reporting Sum 1 $ 325 . 00 $ 325 . 00
SUBTOTAL: SHERIDAN STREET $ 1, 152 . 75
1:\Engineering\Soil 6S)ririgsk2019\12FI'\I'roposnt Cost ltreukdown_10-23-18,docx Page 3 of 9
MITCHELL STREET (WEST MURDOCK AVENUE TO NORTHERN TERMINUS NORTH OF WEST
LINWOOD AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1, Boring Layout Sum 1 $ 100 . 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 100 . 00 $ 100 . 00
3. Soil Borings feet 45 $ 13 . 95 $ 627 . 75
Project Engineering and Lump
4. Reporting Sum 1 $ 325 . 00 $ 325 . 00
- SUBTOTAL: MITCHELL STREET $ 1 , 152 . 75
CRANE STREET (WEST MURDOCK AVENUE TO ROOSEVELT AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
L Boring Layout Sum 1 $ 100 , 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 100 . 00 $ 100 . 00
3. Soil Borings Feet 45 $ 13 . 95 $ 627 . 75
Project Engineering and Lump
4. Reporting Sum 1 $ 325 . 00 $ 325 . 00
SUBTOTAL: CRANE STREET $ 1, 152 . 75
1:A Engineering\Soil Borings\2o19\RFP\Proposal Cost 6rcakdown_10-23-18.docx Page 4 of 9
PLYMOUTH STREET(WEST MURDOCK AVENUE TO ROOSEVELT AVENUE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY,
Lump
1. Boring Layout Sum 1 $ 100 . 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 100 . 00 $ 100 . 00
3. Sail Borings Feet 45 $ 13 . 9s $ 627 . 75
Project Engineering and Lump
4. Reporting Sum 1 $ 325 . 00 $ 325 . 00
SUBTOTAL: PLYMOUTH STREET $ 1, 1S2 . 75
NORTH WESTHAVEN DRIVE (OMRO ROAD TO 200' SOUTH)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 50 . 00 $ 50 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 50 . 00 $ 50 . 00
3. Soil Borings Feet 15 $ 13 . 95 $ 209 . 25
Project Engineering and Lump
4. Reporting Sum 1 $ 150 . 00 $ 150 . 00
SUBTOTAL: NORTH WESTHAVEN DRIVE $ 459 . 25
1:\Engineering\Soil l3orings\2019\RF1'\Proposa1 Cost Breakdown_10-23•I8.docz page 5 of 9
OMRO ROAD (NORTH WESTHAVEN DRIVE TO 650'EAST)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1 Boring Layout Sum 1 $ 100 . 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control SLIM 1 $ 100 . 00 $ 100 . 00
3. Soil Borings Feet 45 $ 13 . 95 $ 627 . 75
Project Engineering and Lump
4. Reporting Sum 1 $ 325 . 00 $ 325 . 00
SUBTOTAL: OMRO ROAD $ 1 , 152 . 75
EDGEWOOD ROAD SANITARY SEWER (RYF ROAD TO
200' SOUTH OF SHORE PRESERVE DRIVE)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 100 . 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 100 . 00 $ 100 . 00
3. Soil Borings Feet 30 $ 13 . 95 $ 418 . 50
Project Engineering and Lump
4. Reporting Sum 1 $ 300 . 00 $ 300 . 00
SUBTOTAL: EDGEWOOD ROAD SANITARY SEWER $ 918 . 50
1:\Engineering\Soi I Bori ngs\2019\RF1i\Propusa I Cost BreJkdmvrr,,10-23,1s.d,,Cx Fagg 6 of 9
OAKS TRAIL.REPAVING (PARK ROAD AT NORTH END OF MENOMINEE PARK)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1, Boring Layout Sutra 1 $ 100 . 00 $ 100 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 100 . 00 $ 100 . 00
3. Soil Borings Feet 30 $ 13 . 95 $ 418 . 50
Project Engineering and Lump
4. Reporting Sum 1 $ 300 . 00
$ 300 . 00
SUBTOTAL: OAKS TRAIL REPAVING $ 918 . 50
PARKING LOT IMPROVEMENTS WEAPE AVENUE PARKING LOT)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 175 . 00 $ 175 . 00
Mobilization/Daily Lump
2. Travel/Traffic Control Sum 1 $ 200 . 00 $ 200 . 00
3. Soil Borings Feet 90 $ 13 . 95 $ 1 , 255 . 50
Project Engineering and Lump
4, Reporting Sum 1 $ 650 . 00 $ 650 . 00
SUBTOTAL: PARKING LOT IMPROVEMENTS $ 2 , 2 8 0 . 5 0
1:A Engineering\Soil Borings\2019MI'Vroposal Cost Breakdown_10-23.18.doex Page 7 of 9
WEST 28TH AVENUE (OREGON STREET TO EASTERN END OF WEST 28'rH AVENUE,
INCLUDING LIFT STATION)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Lump
1. Boring Layout Sum 1 $ 400 . 00 $ 400 . 00
Mobilization/Daily Lamp
2. Travel/Traffic Control Sum 1 $ 500 . 00 $ 500 . 00
3. Soil Borings Feet 220 $ 13 . 95 $ 3 , 069 . 00
Project Engineering and Lump
4. Reporting Sum 1 $ 1, 600 . 00 $ 1, 600 . 00
SUBTOTAL: WEST 28TH AVENUE $ 5, 569 . 00
MISCELLANEOUS ADDITIONAL PROJECT(S)
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
Per
1. Boring Layout Bore 10 $ 50 . 00 $ 500 . 00
Mobilization/Daily Per
2. Travel/Traffic Control Bore 10 $ 50 . 00 $ 500 . 00
3. Soil Borings Feet 175 $ 13 . 9 5 $ 2 , 441 , 25
Project Engineering and Per
4. Reporting Bore 10 $ 150 . 00 $ 1, 500 . 00
SUBTOTAL: MISCELLANEOUS PROJECT(S) $ 4 , 941 . 25
L\Engineering\Soil Burings\2014\RMProposal Cost Bwakdown,_10-23-'I8,docx Page 8 of 9
MISCELLANEOUS/UNDISTRIBUTED ITEMS
STEAM CLEANING OF
DRILLING EQUIPMENT (UNIT COST$ 10 0 . 0 0 )X 7 TIMES= $ 7 0 0 . 0 0
ROCK CORING (UNIT COST$ 7 5 . 0 0 ) X 100 FEET=$ 7, 5 0 0 . 0 0
SOIL BORINGS (UNIT COST$ 13 . 95 )X 100 FEET=$ 1, 395 . 00
BLIND DRILLING (UNIT COST$ 9 . 0 0 )X 100 FEET= $ 9 0 0 . 0 0
ENVIRONMENTAL-ONLY
DRILLING (UNIT COST$ 13 . 9 5 )X 100 FEET= $ 1, 3 9 5 . 0 0
DRUMS FOR IMPACTED SOIL, INCLUDING RELOCATION TO CITY PROPERTY
(UNIT COST$ 6S . 00 )X 5 DRUMS=$ 325 . 00
TOTAL PROPOSAL COST $ 51, 669 . 00
I:AEngfiwering\Sail Bering+\2019MI'Vroposal Cost Brnakdown_10-23-18.docx Page 9 of 9
PROFESSIONAL SERVICE INDUSTRIES, INC.
GEOTECHNICAL SERVICES STANDARD FEE SCHEDULE
ENGINEERING SERVICES
Engineering &Technical services for site reconnaissance, boring locations, field supervision, water level measurements &
sampling, engineering evaluation, analysis &consultation.
Staff Engineer or Geologist $75.00 Per Hour Sr. Engineering Technician $50.00 Per Hour
Project Engineer or Geologist $85.00 Per Hour Engineering Technician $40.00 Per Hour
Principal Engineer or Geologist $100.00 Per Hour Secretarial Services $25.00 Per Hour
Principal of Firm $110.00 Per Hour
FIELD SERVICES
Mobilization of Drilling Equip. $3.00 Per Mile($450.00 Minimum) Boring Layout $90.00 Per Hour
Support Vehicle $0.55 Per Mile(Min.$85.00 Per Day) Standby& Problem Access Time $150.00 Per Hour
All-terrain Drill Rig $750.00 Per Day 2-Man Crew Per Diem $200.00 Per Day
Soil Drilling with Split-spoon (ASTM D-1586)or Shelby Tube (ASTM D-1587)sampling at 5-foot intervals:
Depth Range Unit Charges Per Foot, Unit Charges Per Foot Extra SS or ST Samples
3 '/4", 4 "%" I.D.Auger 6 %" I.D. Auger
Easy Drilling* Hard Drilling** Easy Drilling* Hard Drilling**
0 -25 ft. $11.00 $13.00 $14.00 $16.00 $10.50
25-50 $13.00 $15.00 $16.00 $18.00 $14.00
50 -75 $16.00 $18.50 $20.00 $22.00 $17.50
75- 100 $18.00 $22.00 $24.50 $28.00 $22.50
* N-count of 40 blows or less, or Qu or Qp less than 4 tsf
** N-count greater than 40 blows, or Qu or Qp greater than 4 tsf
Drilling with 12-1/4" I.D.Auger will be quoted upon request.
Auger Drilling without sampling $9.00 Per Foot Shelby Tubes, 3"diameter $40.00 Each
Rock Coring with Diamond Bit $75.00 Per Foot DOT 55-Gallon Drums -Soil Cuttings $60.00 Each
Rock Boring with 3" Roller Bit $45.00 Per Foot Drilling mud, as needed $3.00 Per Foot
Rock Coring & Boring Set-up Charge $350.00 Per Hole Pavement Cold-Patch at boreholes $25.00 Per Hole
LABORATORY TESTING
Visual Engineering Classification $4.00 Per Test Unconfined compression tests,
Hand Penetrometer Test $4.00 Per Test remac $5.00 Per Test
Moisture Content Test $5.00 Per Test without stress-strain curve $30.00 Per Test
Organic Content Test $35.00 Per Test with stress-strain curve $45.00 Per Test
Density Determination with Moisture Content $30,00 Per Test California Bearing Ratio(CBR) $250.00 Per Test
Atterberg Limits Determination $85.00 Per Test Permeability, Rigid Wall $250.00 Per Test
Grain Size Analysis, Sieve $65.00 Per Test Permeability, Flexible Wall $300.00 Per Test
Grain Size Analysis, Sieve&Hydrometer $95.00 Per Test Shelby Tube sample preparation/remolding $40,00 Per Tube
Moisture Density Relationship
Standard Method,ASTM D-698 $150,00 Per Test
Modified Method,ASTM D-1557 $175.00 Per Test
REMARKS
Charges for monitoring well installation, analytical testing services, and special equipment or sampling techniques not included
herein, will be quoted upon request. Rental equipment& commercial transportation charges will be billed at cost plus 20%. A
per diem charge of$100.00/day per person will be billed as applicable. Invoices will be submitted monthly, with payment due
within 30 days of invoice date. Interest will be added at a rate of 1Y2% per month of delinquency. Proposal estimates &verbal
quotations will remain valid for 60 days, at which time they may be subject to change or withdrawal.
ACOR" CERTIFICATE OF LIABILITY INSURANCE r11/0zi2018D"''"'
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PRODUCER CONTACT
Marsh USA Inc. PHONE _.._._" FAx
500 Dallas Street,Suite 1500 (A/c.No.Ext):
Houston,TX 77002 ADDRE E-MAIL
Attn:Houston.Certs@Marsh.com -..----- ..._..._._._ _
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.._.. . ..-._. .__-_.. ....._ .. .. ,...,..,... .... - -- µ
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AUTOS ONLY ._...,_.. AUTOS ONLY -
(I?eraccidentl $
X UMBRELLALIA13 X iCH18EXR8547521V 1pI01/2018 10/01/2019 6000000
OCCUR EACH OCCURRENCE $
EXCESS LIAB CLAIMS-MADE (Excess of General Liability AGGREGATE $ 6,000,000
DED i RETENTION$ Auto and Employers Liability $
D WORKERS COMPENSATION RWD300119302(AOS) 1010112018 10/01/2019 X PER OTH-
D AND EMPLOYERS'LIABILITY YIN _ STATUTE., _ER .,,.,,,. .,.
RWR300119402 WI 10/01I2018 10/01/2019 E.L.EACH ACCIDENT $
ANYPROPRIETORIPAR7NER(EXECUTIVE ( ) 1,000,000
OFFICER/MEMBEREXCLUDED? N/A .. _(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000
If yes,describe under _..._._... ..,....-......__ ....... __...__..
DESCRIPTION OF OPERATION&below E.L.DISEASE-POLICY LIMIT $ 1,000,000
E :Excess Liability CH18EXR8547521V i 10/01/2018 10/01/2019 Each Occurrence 4,000,000
Excess of Auto and Employers Liab, General Aggregate 4,000,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required)
Re:Perform 68 soil borings to depths ranging from 10 to 30 feet. A total of 1,345lineal feet is proposed.
City of Oshkosh,and its officers,council members,agents,employees and authorized volunteers are Included as additional insured(except as respects all coverage afforded by the Workers'Compensation and
Professional Liability policies)as required by written contract. This insurance(except Workers'Compensation and Professional Liability)is primary and non-contributory over any existing insurance and limited to
liability arising out of the operations of the named insured and where required by written contract.
CERTIFICATE HOLDER CANCELLATION
City of Oshkosh SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
215 Church Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
PO Box 1130 ACCORDANCE WITH THE POLICY PROVISIONS.
Oshkosh,WI 54903-1130
AUTHORIZED REPRESENTATIVE
of Marsh USA Inc.
John Shahidi
O 1988-2016 ACORD CORPORATION. All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD
r
AGENCY CUSTOMER ID: CN102792561
LOC#: Houston
AO�RO ADDITIONAL REMARKS SCHEDULE Page 2 of 2
AGENCY NAMED INSURED
Marsh USA Inc. Professional Service Industries,Inc.
_. 3009 Vandenbroek Road
POLICY NUMBER Kaukauna,WI 54130
CARRIER NAIC CODE
EFFECTIVE DATE:
ADDITIONAL REMARKS
THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM,
FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance
Professional Liability:
Policy M E00O20692003
Carrier:Steadfast Insurance Company-NAIC#26387
Effective Dates:09/3012018 to 09f3012019Limit:$5,000,000 Each Claim/Aggregate
SIR:$10,000
Contractor's Pollution Liability
Policy#:CP016503597
Carrier:AI0 Specialty Insurance Company-NAIC#26883
Effective Dates:1010112018-10101/2019
Limit of Liability: $5,000,000 Coverage A Each Loss
$250,000 Coverage 8 Each Loss
$10,000,000 Aggregate
Deductible: $100,000 Each Loss
ACORD 101 (2008/01) O 2008 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
i
ENDORSEMENT#
This endorsement, effective 12:01 a.m., October 1, 2018 forms a part of
Policy No. RAD943781302 issued to TESTING HOLDINGS USA INC.
by Greenwich Insurance Company.
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY.
CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT
In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced
written notice will be mailed or delivered to person(s) or entity(ies)according to the notification schedule shown below:
Number of Days
Name of Person(s) or Entity(ies) Mailing Address: Advanced
Notice of
Cancellation:
Per the most current schedule maintained by
Marsh USA Inc., and furnished to XL 30
Catlin Insurance no less than 45 days prior to
the effective date of cancellation.
All other terms and conditions of the Policy remain unchanged.
IXI 405 0910
BRAY 10/16/2017 @ 2010 X.L.America, Inc. All Rights Reserved.
May not be copied without pemnission.
| ' '
y
Blanket 7�[m����~��ix^ �^m ����n^�r� "�� ��Cancellation ^
mw���8&m��w ��"x�uuxv.wm�mv8D ~~° ~_^�xa�x � vvn ��&W0Dv.�x"&hv:°"�0 ��� ��� ��-��
� ������m��mm
� �� —Renew al
Policy No, I Eff, Date of Pol. I Exp Date of Pol, Eff Date of End Producer No. Add'l, Prern Return Prern,
[
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ |TCAREFULLY.
This endorsement modifies insurance provided underUhec
Cmnmmerciad General Liability Coverage Part
A. If we cancel or non-renew this Coverage Pad by written notice to the first Named |naured, we will mail or deliver
notification that such Coverage Pail has been cancelled or non-renewed tm each person or organization shown in a
|iei provided to us by the first Named Insured if you are required by written contact or written agreement to provide
� such notification. Hmwewmr, such notification will not be mailed or delivered if conditional notice ofrenewal has been
sent tn the first Named Insured. Such list: ^
1. Must be provided toue prior to cancellation ornon-renewa|;
| 2. Must contain the names and addresses of only the persons or organizations requiring notification that such
Coverage Part has been cancelled or non-renewed; and
i 3. Must be in an electronic format that ie acceptable tous.
�
B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records
aeof the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. VVe will mail
or deliver such notification to each person oi-organization shown in the list:
! 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or
2. At least 30 days prior to the effective date of:
�
� m\ Cancellation, if cancelled for any reason other than nonpayment of premium; or
b. Non-renevva|' but not including conditional notice ofrenewal.
| C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy
| only. Our failure tm provide such mailing ur delivery will not:
1. Extend the Coverage Part cancellation wrnon'nenewa| date;
2. Nege�ethe oenoe||adonornon-renevva|�' or
i
3. Provide any additional insurance that would not have been provided in the absence of this endorsement.
Q. We are not responsible for the aouuracy, integrity, timeliness and validity of information contained in the |ied provided
� tu Lis ma described in Paragraphs A. and B. of this endorsement.
�
All other terms and conditions uf this policy remain unchanged.
u'oL'1e2/-^QN(10112)
Page of I
| Includes copyrighted material of insurance Services Office, Inc,,with its perrnlss|on,
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 57
(Ed. 12110)
ENDORSEMENT#
This endorsement, effective 12:01 a.m., 10-01-2018, forms a part of
Policy No. RWD3001193-02 issued to Testing Holdings USA Inc.
by XL Specialty Insurance Company.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT
This endorsement modifies insurance provided under the following:
WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY
In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium,
advanced written notice will be mailed or delivered to person(s)or entity(ies)according to the notification
schedule shown below:
Number of Days
Name of Person(s)or Entity(ies) Mailing Address: Advanced
Notice of
Cancellation:
Per the most current schedule 30
maintained by Marsh USA Inc., and
furnished to XL Catlin Insurance no less
than 45 days prior to the effective date of
cancellation.
All other terms and conditions of the Policy remain unchanged.
This endorsement changes the policy to which it is attached and is effective on the date issued unless
otherwise stated.
(The information below is required only when this endorsement is issued subsequent to
preparation of the policy.)
Endorsement Effective 10-01-2018 Policy No. RWD3001193-02 Endorsement No.
Insured Testing Holdings USA Inc. Premium Included
Insurance Company
XL Specialty Insurance Company Countersigned by
WC 99 06 57
Ed. 12/10 (02010 X.L.America, Inc. All Rights Reserved.
May not be copied without permission.
�
. � �������U �������^� _ ��������° _ ��� Lessees ��� ,�0 ��� ����� `
� --------- - - - Automatic Owners, --- - ������m��� u
� Contractors
Policy No, Eff Date of Pol, I Exp, Date of Pol I Eff. Date of End I Producer No. Add]. Prern Return Pre
,
|
�
v
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ |?CAREFULLY.
: Named Insured: Testing Holdings USA, Inc
Address (including ZIP Code):
[ 2DO Westlake Park Bkd., Suite 4OD
Houston, TX 77079
� This endoreemeni modifies insurance provided under the: ,
Commercial General Liability Coverage Part
A. Section || -VNho Is An Insured is amended to include as on additional insured any person or organization whom you
are required to add aaan additional insured on this policy under mwritten contract or written agreement. Such person
or organization is an additional insured only with respect to liability for "bodily injury". "property damage"or "personal
� and advertising injury"caused, in whole orin part, by:
1. Your acts or .
om|as|onm� or
| 2. The acts mr omissions of those acting mn Your behalf,
^ in the performance ofyour ongoing operations or "your work" as included in the "products-completed operations
hazard". which ie the Subject of the written contract or written agreement.
| However, the insurance afforded to such additional insured:
!
1. Only applies tpthe extent permitted by law; and
2. Will not be broader than that which You are required by the written contract orwritten agreement ip provide for
| such additional insured.
B. With respect to the insurance afforded hz these additional insureds, the following additional exclusion applies:
� This insurance does not apply to:
` "Bodily injury", "property damage' or "personal and advertising injury" arising out of the renderinQ of, or failure to
render, any professional arohitechura|, engineering or surveying services including:
/ au The preparing, approving or failing to prepare or approve mmpa, shop drovvings, npiniona, reports, sun/eys,
field orders, change orders or drawings and specifications; or
b. Supervisnry, inspection,architectural ur engineering activities.
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the
supervision, hiring, emp|oyment, training or monitoring of others by that insured, if the "noounence" Mich caused the
"bodily injury" or "property damaQe"^ or the offense which caused the "personal and advertising injury'', involved the
rendering ofor the failure to render any professional architectural, engineering nr surveying services.
U'GL-1175-F[\N(04n3)
Page of
| Includes copyrighted material of Insurance Se,wces Office,|nc.Wth its permission.
�
i C. The following is added to Paragraph 2. Duties In The Event Of 0cournence, Of#anse, Claim Or Suit of Section [Y — �
Commercial General Liability Conditions:
� y The additional insured must see toit that:
| �
1. VVe are notified ae soon aa practicable ofan ^bcoumance"cx offense that may result in aolakn;
2. VVe receive written notice ofm claim or'tmK^oo soon as practicable; and
| �
l A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by
another insurer under which the additional insured may be an insured in any capacity. This provision does not �
. apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement �
V requires that this coverage be primary and non-contributory. |
D. Forthe purposes of the coverage provided bydhksendorsement: `
1. The following is added to the Other Insurance Condition of Section |V — Cornnx»noimd General Liability
Conditions:
` Primary and Noncontributory insurance
This insurance im primary to and will not seek contribution from any other insurance available to an additional
� insured provided that: �
o. The additional insured iea Named Insured under such other insurance; and
� b. You are required by written contract or written agreement that this insurance be primary and not seek
contribution from any other insurance available tn the additional insured. �
'
2. The following paragraph is added tp Paragraph 4.b. ofthe Other Insurance Condition Vf Section |V—Commercial
� General Liability Conditions:
| F This insurance io excess over:
Any cf the other insurance, whether primary, excess, contingent oron any other basis, available hoan additional
� ineured, in which the additional insured on our policy ie also covered as an additional insured on another policy
� providing coverage for the same 'bocunenns/', ofense, claim or'suit' This provision does not apply to any policy
in which the additional insured is a Named Insured on such other policy and where our policy iyrequired by �
written contract or written agreement to provide coverage to the additional insured on a primary and non-
contributory basis.
� E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement �
showing the additional insured in a Schedule of additional ineuveds, and which endorsement applies specifically to '
that identified additional insured.
F. With respect Lpthe insurance afforded to the additional insureds under this endorsement, the following is added to
Section III —Limits OfInsurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
c
1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or
2. Available under the applicable Limits of Insurance shown in the Declarations,
whichever isless,
� .
This endorsement shal} notincreasetheoppUcab|eLknitsof|nsuranceehuwnintheDeclaratione.
. '
All other terms and conditions of this policy remain unchanged.
| �
�
�
L u-GL+175-rCm(04113)
[ Page zofz
Includes copyrighted material of Insurance SeNces Office, |nc`With Itspcn-nission
APPENDIX B
Statement of Qualifications
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luntertek
STATEMENT OF QUALIFICATIONS
GEOTECHNICAL ENGINEERING SERVICES
City of Oshkosh 2019 Capital improvement Projects
SUBMITTED TO:
City of Oshkosh
November 5, 2018
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untertek PSI Proposal No.:0094-260919
November 5, 2018.
Professional Service Industries, Inc.
3009 Vandenbroek Read
Kaukauna,Wisconsin 54130
Phone: (920)-735-1200
Fax: (920) -735-1840
Ms. Laura Jungwirth, P.E.
City of Oshkosh Department of Public Works
215 Church Avenue
P.O. Box 1130
Oshkosh, WI 54903-1130
Re: Statement of Qualifications
Geotechnical Engineering Services
Dear Ms. Jungwirth,
Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit
this Statement of Qualifications (SOQ) for your review. This information should provide
you with a general overview of our company, and demonstrate that PSI has the
equipment, experience and personnel resources to provide quality subsurface
exploration and geotechnical engineering services for the City of Oshkosh 2019 Capital
Improvement Projects.
It is our aim to provide:
• Prudent and Reliable Engineering Recommendations
• Timely Submittal of Reports
• Consistent Report Format
• Ready Access to Project Engineers and Principals of the Firm
• Reasonable Fee Structure
PSI appreciates the opportunity to offer its services to your project and looks forward to
being of service to you. Meanwhile, if you have any questions or require additional
information, please contact our office at (920) 735-1200.
Sincerely yours,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Patrick Bray, E.I.T. James M. Becco, P.E.
Branch Manager Vice President
www,iutertek.com/builditig
TABLE OF CONTENTS
EXECUTIVE SUMMARY
PROJECT STAFFING
LABORATORY TESTING CAPABILITIES
IN-HOUSE DRILLING CAPABILITIES
PROJECT EXPERIENCE
• Municipal WaterNVastewater Projects
* State/County/City Roadway Projects
* Subgrade Stabilization Projects
• Renewable and Alternate Energy Projects
RESUMES OF KEY PERSONNEL
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EXECUTIVE SUMMARY
PSI has been working in Wisconsin since the 1940's. Since that time, we have been
providing geotechnical, construction testing, environmental consulting and asbestos
services for local municipalities, the State of Wisconsin and a wide range of public and
private sector clients.
PSI maintains full-service environmental consulting, engineering,
laboratory, inspection, and testing offices throughout Wisconsin. ntertek
These offices are very large and well equipped with the
necessary resources and workspace to manage any project
under this contract. Further illustrating our depth of operations,
PSI recently merged with Intertek, a global provider of quality
solutions. With a network of more than 1,000 laboratories and
offices in more than 100 countries, Intertek provides auditing,
inspection, testing, training, quality assurance and certification by improving the quality
and safety of products, assets and processes.
PSI's qualified and experienced professionals include experts in geotechnical
engineering, construction testing, environmental engineering, environmental sciences,
industrial hygiene, geology, hydrogeology and related disciplines. These professionals
make it possible for us to manage projects effectively in all areas of the state and
country. Few companies can mobilize as rapidly as PSI, while still maintaining existing
work efforts.
PSI is well-poised geographically to efficiently provide the subsurface exploration and
geotechnical engineering services for the City of Oshkosh from this network of Branch
offices. PSI has the necessary experience, personnel, and equipment resources to
complete assignments in a professional manner on a timely basis, at a reasonable cost.
PERSONNEL STAFFING
PSI's collective Wisconsin staff numbers approximately 100 personnel during peak
season, including 17 professional engineers, ElTs, and professional geologists, and
approximately 60 technical personnel and support staff. Each of our Branch offices is
supervised by a Registered Professional Engineer, responsible for over-seeing the day-
to-day technical and administrative affairs of the Branch office. All engineering reports
generated by the Branch offices are reviewed by one of the three senior engineers in
our firm.
James M. Becco, P.E., Vice President
Ted Cera, P.E., Department Manager
Daniel B. Anderson, P.E., Department Manager
www,intertek.com/buiIding
This type of vested interest is one of the key factors affecting our un-matched
commitment to client satisfaction. The resumes of these engineers, as well as a
selection of key personnel are included in a later section.
The company's "Senior Author System," enables PSI to best match our pool of talent to
the needs of every project and provides a degree of consistency in the technical quality
of reports. The local presence of qualified professionals throughout the State, coupled
with the close scrutiny and assistance given by the seasoned senior staff, together
serve to ensure that our clients receive prudent and reliable engineering
recommendations, maintaining a keen familiarity with local conditions and typical
construction practices. Our senior engineers are readily available to meet with clients to
discuss the particulars of any project, adding a personal element to the consulting
process.
A distribution of professional personnel by Branch location is shown below.
Waukesha, Wisconsin Kaukauna, Wisconsin
Jim Becco, P.E. Patrick Bray, E.I.T
Dan Anderson, P.E. Andrew Larsen, Geologist
Ted Cera, P.E. Zachary Ashauer, Geologist
Larry Raether, P.E.
Pat Patterson, P.E., P.G.
Matt PoehIman, P.E. Ripon, Wisconsin
Brad Broback, P.E. Jeff Fischer, Geologist
Shelley Hildebrandt, P.G.
Mike Rehfeldt, Geologist Chippewa Falls, Wisconsin
Jeff Manninen, E.I.T.
The organizational chart on the following page depicts the staffing arrangements
proposed by PSI for the City of Oshkosh 2018 Capital Improvement Projects.
www.intertek.com/buiIding
ORGANIZATIONAL CHART FOR PROJECT ADMINISTRATION AND IMPLEMENTATION
FOR CITY OF OSHKOSH PROJECTS
CITY OF OSHKOSH
James M.Becco,P.E.,V.P.
Principal Engineer
Patrick Bray
Liaison Coordinator
Branch Manager
Appleton,Wisconsin
PSI Drilling Personnel PSI Laboratory Testing PSI Engineering
Services Personnel
Patrick Bray and James Becco will serve as the liaisons between the City of Oshkosh and the PSI field, laboratory and
engineering personnel, for project set-up and assignments of work. Mr. Bray will oversee the field and laboratory
activities, geotechnical report preparation, and have direct contact with the City of Oshkosh Project Managers for project
implementation.
www.intertek.com/building
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PROJECT STAFFING
The Kaukauna Branch office will coordinate and perform the requested workscope for
the City of Oshkosh projects. The Kaukauna Branch office is managed by Mr. Patrick
Bray under direct supervision of Mr. James Becco, a registered professional engineer
with 30 years of experience in geotechnical and construction materials testing. Mr. Bray
will be the engineer directly overseeing the day-to-day technical services performed for
the City of Oshkosh and along with the corporate staff, will be readily available for client
meetings. Resumes of some of the key personnel to be used on this project are
included herein. Equipment and technical staff from the Kaukauna Branch, Ripon and
Waukesha branch offices will be utilized as necessary to meet your project specific
needs.
LABORATORY TESTING CAPABILITIES
PSI branch offices are fully equipped and capable of performing most soil, concrete,
and asphalt materials testing procedures. Our laboratory testing is conducted in
accordance with ASTM, AASHTO, and WDOT test procedures. The Waukesha lab
maintains US Army Corp of Engineers and WDOT accreditations.
PSI is capable of providing physical property soil testing including such test procedures
as grainsize analysis, Atterberg Limits, modified and standard proctors, CBR,
unconfined compressive strength tests and permeability testing. In addition, concrete,
mortar and grout compressive strength testing, concrete mix design, and asphalt
testing. Lime, Cement and Flyash soil stabilization mixture analysis can also be
performed in our materials lab.
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SUMMARY OF LABORATORY TESTING SERVICES
AGGREGATE ASTM MORTAR ASTM
Sieve Analysis C136 Mortar Compressive Strength C109
Material Finer than No. 200 C1 17 Mortar Tensile Strength C1 90
Unit Weight C29 Mortar Air Content C185
Specific Gravity/Absorption C1 27/128 Mortar Water Retention C91
Soundness C88 Mortar Mix Property Analysis C270
Abrasion C1 31/535 Mortar Aggregate Testing C144
Organic Impurities C40
Clay Lumps, Friable Particles C142 GROUT
Lightweight Pieces C123 Grout Compressive Strength C1019
Aggregate Quality Analysis C33 Grout Mix Property Analysis C476
Grout Aggregate Testing C404
ASPHALT
Bulk Specific Gravity/Density D2726 SOILS
Percent Air Voids D3203 Water Content D2216
Maximum Theor. Specific Gravity D2041 Organic Content D2974
Extraction/Gradation D2172 Specific Gravity D854
Marshall Stability/Flow D1 559 Dry Density D2937
Marshall Mix Design Amount Finer than No. 200 D1 140
Bituminous Paving Mix Analysis Grainsize Analysis D422
Bituminous Pavement Core Ana. Atterberg Limit D4318
Bituminous Aggregate Testing Shrinkage Limit D427
Moisture-Density Relationship D698/D1 557
CONCRETE California Bearing Ratio D1 883
Compressive Strength C39 Unconfined Compressive Strength D2166
Flexural Strength C78 Permeability (Constant Head) D2430
Splitting Tensile Strength C496 Permeability (Failing Head) D5084
Concrete Mix Strength Verification AC1214 Consolidation D2435/D4186
Concrete Mix Strength AC1214
Concrete Aggregate Testing C33
SOIL/LIME AND SOIL FLYASH
MIXTURE
CONCRETE CORES Moisture Density D558
Compressive Strength C42 Compressive Strength D1633
Unit Weight C642 Bearing Ratio D3668
Chloride Ion Content FHA Mix Analysis
Air Content Analysis C457
Petrographic Analysis C856
CONCRETE MASONRY UNITS SPRAYED FIREPROOFING
CMU Compressive Strength C140 Thickness/Density E605
CMU Unit Weight/Absorption C140
Masonry Prism Strength E447
Hollow Unit Quality Analysis C90
Solid Unit Quality Analysis C145
www.intertek.com/building
IN-HOUSE DRILLING CAPABILITY
PSI provides field drilling services from each of our branch office locations for a wide
variety of projects. This includes soil borings for conventional geotechnical or
environmental sampling and monitoring well installation, by hollow stem auger or rotary
drilling techniques. We also perform Pressure-meter testing in house, with our own
experienced personnel, utilizing a Menard Type G-Am device.
Our drilling crew chiefs have a wide range of experience in a variety of drilling
techniques, in various parts of the country. Drilling personnel are typically assigned to
projects on the basis of related experience in recognition of specific project tasks.
During the initial project planning stage, the project specific needs and activities are
reviewed by a senior/project engineer, with the intent of developing the most efficient
approach to completing the field activities.
The field work is performed by the crew and equipment deemed to be best-suited for
that job. PSI is currently operating 7 drill rigs/crews in Wisconsin, including 4 track
mounted all-terrain (ATV) units used for sites with difficult access conditions. We
function effectively as a company in providing interoffice support and cooperation, able
to mobilize the equipment necessary to meet project timing objectives.
SUMMARY OF SUBSURFACE EXPLORATION EQUIPMENT
2018 DIEDRICH D-50 All-Terrain Riq
4-cylinder Turbo-Diesel rig, with 3-1_6 Moyno pump, mounted on a radio controlled, rubber
tracked carrier. Utilized for shallow to moderate depth hollow stem and rotary drilling
applications, with auger up to 9 1/4" I.D. Low ground pressure (<3.5 psi) and high level of
maneuverability make this rig suited for your most challenging site.
2006 DIEDRICH D-50 Truck Mounted Rig
4-cylinder Turbo-Diesel rig, with 3-1_6 Moyno pump and 250-gallon water tank, mounted
on 2007 Freightliner truck. Utilized for shallow to moderate depth hollow stem and rotary
drilling applications, with auger up to 9 1/4" I.D.
2016 DIEDRICH D-50 All-Terrain Rig
2015 DIEDRICH D-50 Truck Mounted Rig
2007 DIEDRICH D-50 All-Terrain Rig
www.intertek.com/building
1996 DIEDRICH D-120 Truck Mounted Rig
6-cylinder John Deere Diesel Engine, 14,500 ft.-lb torque, with Moyno 3-LB pump and 250
gallon water tank. Equipped with Automatic Standard Penetration Test Hammer mounted
on a Ford F-800 Diesel Truck. Well-suited for deep hollow stem auger drilling and large
diameter monitoring or recovery well installation, and rotary drilling techniques. Utilized to
turn auger up to 12-1/4" ID.
AUGER AND SPECIAL TOOLING
* 3 1/4", 4 1/4", 9 1/4" and 12 1/4"I.D. Hollow stem auger
• CME 5 ft. Continuous Sampler
• NX Core barrels, Tri-cone roller bits, 2 to 6 inch dia.
• Hydropunch 11 Groundwater and Hydrocarbon Sampling Tool
• Vane Shear Test with Calibrated Torque Head
• 3" Piston Sampler Assembly
• In-situ Soil Resistivity Meter
Pressure-meter
• Menard Type G-AM
www.intertek.com/buiIding
F
Municipal WaterMastewater Projects
Project Experience
Professional Service Industries, Inc. (PSI) has provided professional consulting
services including subsurface exploration, field and laboratory testing, and engineering
analysis for numerous municipal water and wastewater projects. Listed below are a few
of the projects PSI has had the privilege of working on in Wisconsin.
James Road Detention Pond-Oshkosh Sanitary Sewer Reconstruction-Wind Lake
City of Oshkosh Improvement Projects Water Main Extension-Pewaukee
2012 to 2018
Water Main-Crivitz
City of Oshkosh Aviation Park
Sewer Extension-Bonduel
Water Transmission Main-Suamico
Sewer Extension-Black River
Water Main-Two Rivers
Sewer Extension-West Bend
Sanitary Sewer/WWTP-Suamico
Sanitary Sewer Relocation-Green Bay
Kiwanis Park Sewer Relay-Sheboygan
Sanitary Sewer Interceptor-Manitowoc
Wastewater Treatment Plant Expansion-
Waupaca Sewage Force Main-Manitowoc
Session Street Sewer Expansion- Sanitary Sewer and Sewage Force Mains-
Waupaca Mishicot
Water Main and Sanitary Sewer-Darlington Storm Sewer-Manitowoc
Sanitary Sewer, Water and Stormwater Sanitary Sewer Relay-Juneau
Pipelines-Oconto Falls
Water Main Extension-Madison
Sanitary Sewer Interceptor and Lift
Station-Belleville Water Main Extension-Sussex
Sanitary Sewer-Algoma Water Main Replacement-Waukesha
Pump Station and Utility Lines-Waterford Transmission Main-Fond du Lac
www.intertek.com/building
State/County/City Roadway Projects
Project Experience
Professional Service Industries, Inc. (PSI) has provided professional consulting
services, including subsurface exploration, field and laboratory testing, and engineering
analysis for numerous new pavement and existing roadway reconstruction projects.
PSI has also provided construction quality control testing on many of the projects listed.
The following is a list of roadway projects PSI has had the privilege to work on.
2012, 2013, 2014, 2015, 2016, 2017, 2018 CTH U Roadway Reconstruction
City of Oshkosh CIP Projects Outagamie, County
Oshkosh, Wisconsin
STH 145 Road Reconstruction CTH CB and Oakridge Road Intersections
Richfield, Wisconsin Winnebago, County
STH 164 Reconstruction (1-43 to STH 59) CTH N
Wisconsin Outagamie County, Wisconsin
CTH JJ Roadway Reconstruction Libal Street
Outagamie, County Village of Allouez, Wisconsin
County Highway X Holland Road/Kelbe Drive
Waupaca County, Wisconsin Village of Little Chute, Wisconsin
County Highway VV County Highway OK
Menominee County, Wisconsin Sheboygan County, Wisconsin
Lake Street Tayco Street
Town of Menasha, Wisconsin City of Menasha, Wisconsin
Manitowoc Road Reconstruction Highways 42/57 Frontage Road
Menasha, Wisconsin Sturgeon Bay, Wisconsin
US Highway 14 Reconstruction Foote Street Reconstruction
La Crosse, Wisconsin Seymour, Wisconsin
County Highway VV Reconstruction Helena, Allard, and Erie St. Reconstruction
Fond du Lac, Wisconsin De Pere, Wisconsin
www.intertek.com/building
Subgrade Stabilization Projects
Project Experience
Professional Service Industries, Inc. (PSI) has provided professional consulting
services, including subsurface exploration, field and laboratory testing, and engineering
analysis for numerous pavement and building slab subgrade stabilization projects. PSI
has also provided field quality control testing on many of the projects listed. The
following is a list of subgrade stabilization projects PSI has had the privilege to work on.
STH 32 Road Reconstruction Rockwood Parking Lot
City of Ripon, Wisconsin East Troy, Wisconsin
194/STH 20 Interchange TR1700E Road Reconstruction
Racine County, Wisconsin Iroquois County, Illinois
Hall Street Reconstruction Meredith Road Reconstruction
City of Ripon, Wisconsin Kane County, Illinois
LaFarge North America
Elm Road Generating Station Harley Davidson Parts Plant
Oak Creek, Wisconsin Franklin, Wisconsin
City of Franklin
Pleasant Prairie Power Plant Building 10501 Lakeview Park
Pleasant Prairie, Wisconsin Pleasant Prairie, Wisconsin
Long Lake Estates Subdivision Home Depot
Wind Lake, Wisconsin Grafton, Wisconsin
Generac Building Pad Marathon Truck Stop
Whitewater, Wisconsin Franklin, Wisconsin
James M. Becco, PE
Vice President/Principal Engineer
Waukesha, Wisconsin
Year started with PSI: 1992
Years experience with other firms: 22
Education
• Bachelor of Science in Civil Engineering; Michigan Technological University,
Houghton, MI; 1986
Certifications/Registrations/Technical Training
* Registered Professional Engineer—Wisconsin, Illinois, Iowa and Minnesota
• Wisconsin Department of Natural Resources Registered PECFA Consultant
* Previously DILHR Certified Tank Assessor and Remover/Cleaner
* Environmental:
■ "Phase I Environmental Site Assessment Seminar"
■ "Environmental Site Assessments"
■ "Asbestos Building Inspectors and Supervisors Course"
■ "Phase 11 Environmental Site Assessments"
• 40-Hour- 29 CFR 1910 Training Course
• 8-Hour Supervisory Training - CFR 1910 Course
• "Petroleum Hydrocarbon & Organic Chemicals in Groundwater: Prevention, Detection
and Restoration"
• "Mold Seminar"
■ "Renewable Sources of Energy—Wind Power"
• "Constructed Wetlands— Basic Concepts"
• "Wetland Delineation I —The Basics"
Geotechnical and Materials:
• "Fundamentals of Shallow Foundation Design"
• "Deep Foundation Exploration and Design"
■ "Retaining Wall Design- I"
■ "Retaining Wall Design- 11"
• "Ethical Decision Making for Engineers"
• "Riprap Design"
■ "Excavation Safety and Shoring"
• "Storm water Management—An Introduction"
■ "Advanced Storm water Treatment— Design"
■ "Slope Stability"
■ "Design of Sheet Pile Walls"
• "Geotechnical Properties of Marine Calcareous Soils"
■ "Drilling and Sampling of Soil and Rock"
■ "Ethical Decision Making for Engineers"
Professional Experience
Mr. Becco is the Vice President of PSI's operations throughout Wisconsin, including
offices in Waukesha, Ripon, Green Bay, Menasha, and Chippewa Falls. In this role, Mr.
Becco provides overall daily management, technical oversight, and direct supervision to
the Branch and District Managers, as well as to their local environmental, geotechnical,
and construction services departments. With more than 29 years of experience in
Geotechnical Engineering and Environmental Consulting, Mr. Becco has extensive
James M. Becco, PE
Vice President/Principal Engineer
Waukesha, Wisconsin
Page 2 of 3
knowledge of subsurface conditions and the regulatory framework throughout Wisconsin.
He has been involved with numerous projects of varying complexity, including stream and
groundwater monitoring, petroleum assessments, solvent (dry cleaner) investigations,
and a multitude of geotechnical engineering studies. As a principal client contact, project
manager and senior consultant on a wide range of projects, Mr. Becco is also involved in
proposal and report preparation, project planning and administration, as well as the
coordination and supervision of field staff.
Mr. Becco joined PSI in 1986 and worked throughout Wisconsin, Florida and Michigan
where he was responsible for overall management, technical and administrative duties of
geotechnical and environmental departments, and report preparation, review and
technical consultation, He joined Midwest Engineering Services (MES) in January of
1992 as the Department Manager for Environmental Services in the Waukesha,
Wisconsin office. He was promoted to the position of Branch Manager in August of 1995,
and then to Region Manager overseeing all of MES' five Wisconsin offices in July of 2000.
Mr. Becco was responsible for the oversight and direct supervision of each of the branch
managers. Mr. Becco also acted as a senior geotechnical and environmental consultant,
and a principal engineer for each of the branches. Mr. Becco re-joined PSI in 2014 when
MES was acquired by PSI.
Representative Environmental Consulting Project Experience
• Project Manager - More than 300 Circle K and 7-Eleven C-store and service station
upgrades across the State of Florida. Developed and performed or managed
environmental assessments, leaking underground storage tank investigations and
station upgrade projects.
• Project Manager- More than 100 Speedway and Marathon C-store and service station
upgrades across the State of Wisconsin, and into northern Illinois. Developed and
performed or managed environmental assessments, leaking underground storage
tank investigations, and underground storage tank removals.
• Project Manager- Evaluation of heavy metals (including chromium and silver), volatile
organic compounds, and sulfide/chloride contamination within soil and groundwater
at the Photo-Cut facility in Waukesha, Wisconsin. Developed and performed the
environmental assessment, including field work, data evaluation, statistical data
analysis, and preparation of regulatory closure reports.
• Project Manager- Evaluation of contaminants, and of storm water control at the Valley
Sand and Gravel quarry in New Berlin, Wisconsin. Developed and managed the
environmental assessment.
• Project Manager overseeing the performance of Phase I and Phase 11 Environmental
Assessments at numerous Walmart, Lowes, Menards, and Meijer Retail Stores across
the State of Wisconsin
Representative Power Transmission Project Experience
• Lead Engineer/Project Manager — Geotechnical Evaluation, 200+ Transmission Line
and Substation Projects (Electrical Consultants, Inc. and American Transmission
Company), State of Wisconsin
James M. Becco, PE
Vice Preside nt/Principal Engineer
Waukesha, Wisconsin
Page 3 of 3
• Lead Engineer/Project Manager — Geotechnical Evaluation, Border to Apple River
Substation T-Line Project (Dairyland Power Cooperative), Polk County, Wisconsin
* Lead Engineer/Project Manager — Geotechnical Evaluation, 15+ Substation Projects
(WE Energies), State of Wisconsin
• Lead Engineer/Project Manager — Geotechnical Evaluation, 15+ Substation Projects
(Xcel Energy), Northwestern Wisconsin
• Lead Engineer/Project Manager — Geotechnical Evaluation, Forward Wind Project
(Invenergy, LLC), Fond du Lac County, Wisconsin
• Lead Engineer/Project Manager—Geotechnical Evaluation, Glacier Hills Wind Project
(WE Power, LLC), Columbia County, Wisconsin
® Lead Engineer — Preliminary Geotechnical Evaluation, Lancaster Wind Project
(Navitas Energy), Stephenson County, Illinois
Summary of Qualifications
Professional Service Industries, Inc.
Patrick J. Bray
Branch Manager
Kaukauna, Wisconsin Office
Education and Special Training
Bachelor of Science; University of Wisconsin - Madison,
Civil Engineering, 2012
Professional Registration/Certification
Certified Soil Tester(CST) -Wisconsin
Continuing Education and Short Courses
Construction Materials Testing:
American Concrete Institute Field Testing Technician - Grade 1
Nuclear Density Gauge Operation Training — Engelhardt and Associates, Inc.
Experience and Background
Professional Service Industries, Inc. Kaukauna, Wisconsin, April 1, 2014 to present.
Mr. Bray was promoted to Branch Manager of the Kaukauna office in 2014. His
responsibilities include overseeing the daily operations of the geotechnical, environmental
and construction testing departments; preparation and review of reports; management of
field and laboratory personnel; coordination of daily schedules; and administrative and
marketing responsibilities.
Midwest Engineering Services, Inc. Green Bay, WI, June 2012 to March 2014: Mr.
Bray joined MES in June of 2012 upon graduation. As Project Manager in the Green Bay
office, Mr. Bray was responsible for the daily management and technical oversight of the
Construction Services Department. In addition, he also assisted in the Geotechnical
Department by preparing reports and performing drill scheduling. Prior to joining MES, Mr.
Bray gained 8 months of experience through a co-op with a consulting engineering firm
based in Madison. His responsibilities included laboratory testing, concrete testing, and
foundation subgrade evaluations.
Professional Service Industries, Inc.
Summary of Qualifications
Professional Service Industries, Inc.
Andrew Larsen
Staff Geologist
Kaukauna, Wisconsin Office
Education and Special Training
Bachelor of Science; University of Wisconsin - Oshkosh,
Geology, 2014
Professional Registration/Certification
Certified Soil Tester (CST) -Wisconsin
Continuing Education and Short Courses
Construction Materials Testing:
American Concrete Institute Field Testing Technician — Grade 1
Nuclear Density Gauge Operation Training — Professional Service Industries, Inc.
Experience and Background
Professional Service Industries, Inc.
Kaukauna, Wisconsin, February 17, 2015 to present.
Mr. Larsen was hired by PSI as a Driller's Assistant and promoted to Engineering
Technician in June of 2015. His responsibilities included laboratory testing, concrete
testing and foundation subgrade evaluations. In May of 2017, Mr. Larsen was promoted to
a Staff Geologist. He is responsible for the daily management and technical oversight of
the Construction Services Department, In addition, he also assists in the Geotechnical
Department by preparing reports and performing drill scheduling.
_ Professional Service Industries, Inc.
Summary of Qualifications
Professional Service Industries, Inc.
Zachary Ashauer
Staff Geologist
Kaukauna, Wisconsin Office
Education and Special Training
Bachelor of Science; University of Wisconsin — Green Bay,
Geoscience, 2016
Master of Science; University of Wisconsin — Green Bay,
Environmental Science and Policy: Environmental Technology and Analysis, 2018
Professional Registration/Certification
Certified Soil Tester (CST) -Wisconsin
Continuing Education and Short Courses
Construction Materials Testing:
Nuclear Density Gauge Operation Training — Professional Service Industries, Inc.
Experience and Background
Professional Service Industries, Inc.
Kaukauna, Wisconsin, June 7, 2018 to present.
Mr. Ashauer was hired by PSI as a Staff Geologist in June of 2018. His responsibilities
include laboratory testing, classifying soil samples, and preparing geotechnical reports.
Professional Service Industries, Inc.
Summary of Qualifications
Professional Service Industries, Inc.
Gary Wellner
Drill Rig Operator
Kaukauna, Wisconsin Office
Education and Special Training
High School Diploma; West High School, Waterloo, Iowa
Continuing Education and Short Courses
OSHA 40-Hour Hazardous Waste Training Course
OSHA 8-Hour Refresher Courses - Yearly
Drilling Safety Procedures — Midwest Engineering Services (MES)
Annual Safety Refresher and Monthly Toolbox Meetings — MES
Pressuremeter Testing Procedures and Field Demonstration — MES
Experience and Background
Professional Service Industries, Inc.; Kaukauna, Wisconsin; April 2014 to Present
Mr. Wellner's responsibilities include operating drill rigs for geotechnical and
environmental drilling projects, including drilling of landfills and hazardous waste sites.
He is experienced in solid and hollow stem boring, mud rotary soil drilling, soil sampling
by split-spoon and direct push methods, rock coring, air or mud rotary rock boring,
grouting of bore holes, deep hollow stem auguring, and monitoring well installation to
depths of 150 feet. Additional responsibilities include supervision of drilling activities,
monitoring well development and abandonment, boring layout, checking utility locates,
and maintenance of field equipment involving engine, hydraulic and electronic systems
Midwest Engineering Services, Inc.; Appleton, Wisconsin; 1994 to March 2014
Mr. Wellner's responsibilities included operating drill rigs for geotechnical and
environmental drilling projects. His duties included operation of drill rigs, locating
utilities, shooting elevations and locating borings.
Twin City Testing; Appleton, Wisconsin; 1984 to 1994
Mr. Wellner's responsibilities included drilling sites in the Midwest. His duties included
operation of drill rigs, locating utilities, shooting elevations and locating borings.
Professional Service Industries, Inc.
Summary of Qualifications
Professional Service Industries, Inc.
Kurt Deprey
Drill Rig Operator/Engineering Technician
Kaukauna, Wisconsin Office
Education and Special Training
Associate's Degree; Northeast Wisconsin Technical College (NWTC),
Engineering Technician
Continuing Education and Short Courses
American Concrete Institute Certification - Grade 1
Nuclear Density Gauge Operation Training — NWTC
WisDOT Portland Cement Concrete Technician (PCCTEC-I/IA)
Hazmat Radiation Safety Training — March 2015
Experience and Background
Professional Service Industries, Inc.; Kaukauna, Wisconsin; April 2014 to Present
Mr. Deprey's responsibilities include operating drill rigs for geotechnical and
environmental drilling projects, including drilling of landfills and hazardous waste sites.
He is experienced in solid and hollow stem boring, mud rotary soil drilling, soil sampling
by split-spoon and direct push methods, rock coring, air or mud rotary rock boring,
grouting of bore holes, deep hollow stem auguring, and monitoring well installation to
depths of 150 feet. Additional responsibilities include supervision of drilling activities,
monitoring well development and abandonment, boring layout, checking utility locates,
and maintenance of field equipment involving engine, hydraulic and electronic systems
Midwest Engineering Services, Inc.; Green Bay, Wisconsin; 2011 to March 2014
Mr. Deprey's responsibilities included sampling and testing of concrete, soils, and
asphalt. He has also performed laboratory testing of aggregate, concrete, mortar,
grout, and soils. In 2014, Mr. Deprey was promoted to Lead Driller. He is responsible
for geotechnical drilling, expenses of crew, maintaining logs, records, and filing reports.
Mr. Deprey also maintains the repairs to the drill rig, maintains maintenance records,
vehicle inspections, and does preventative maintenance.
Professional Service Industries, Inc.