HomeMy WebLinkAboutProfessional Service Industries, Inc .
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
To: Mr. Matthew Henderson Date: April 14, 2015
Professional Service industries, Inc. Sub'ect: Executed Agreement
608 North Stanton Street Construction Materials Testing for
Ripon, WI 54971 2015 CIP
Please find: � Attached ❑ Under Separate Cover
❑ Copy of Letter � Contracts ❑ Amendment ❑ Report ❑ Agenda
❑ Meeting Notes ❑ Photos ❑ Mylars ❑ Change Order ❑ Plans
❑ Specifications ❑ Estimates ❑ Diskette ❑ Zip Disk ❑ Other
Quantit Descri tion
1 Executed A reement
These are being transmitted as indicated below:
❑ For Approval � For Your Use ❑ As Requested ❑ For Review&Comment
Remarks:
Enclosed is a copy of the executed agreement for the 2015 CIP construction materials testing
services. A City of Oshkosh Purchase Order will follow shortly. Please reference this Purchase Order
number on all of your invoices.
If you have any questions, please contact us.
City Attorney's Office—Copy ��
City Clerk's Office—Original
cc: _ File—Original Signed:
Tracy L. ylor
I:\Engineering\Dansity Tasting�2015\Proposal Phase\PSI LOT-Executed Agreament_4-14-15.docx
AGREEMENT
This AGREEM�NT, rnade on ttte S� day of , 2015, by and
between the CITY �F OSHKOSH, party of the first part,—�after referred to as CITY,
and PROFESSIONAL SERVICE INDUSTRIES, INC., 608 North Stanton Street, Ripon, WI
54971, party of the second part, hereinafter referred to as the CONSULTANT,
WITNESSETH:
That the CITY and the CONSULTANT, for the consideration hereinafter named,
enter into the foliowing AGR�EMENT for CONSTRUCTION .MATERIAI.S TESTING FOR
THE 2015 CAPITAL IMPROVEMENTS PROGRAM.
ARTICL.E I. PR�JECT MANAGER
A. Assignment of Project Manager. The CONSULTANT shali assign the following
individual to manage the PR�JECT described in this AGREEMENT:
Matthew A. Henderson, P.E. —Vice President
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 far any proposed substitute
and shall be given the opportunity to interview that person prior to any proposed change.
ARTICLE II. CITY REPRESENTATlVE
The CITY shall assign the following individual to manage the PROJECT described in
this AGREEMENT:
f'eter Guibronson, P.E,, C.D,T. —Civil Engineering Supervisor
ARTICLE III. SCOPE OF WORK
The CONSULTANT shall provide the services described in the CITY'S Request for
Proposal. CfTY 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 wiil be made through art amendment
to this AGREEMENT.
All reports, drawings, specifications, computer files, field data, no#es, and other
documents and instruments prepared by the CONSULTANT as instruments of service shall
remain the property of the CITY.
1:1EnglnseringlDenslty 7esUng�20151Proposal Phase1P51 Agreement_3-20-16.dacu Page 1 of 6
.
ARTICLE IV. STANDARD OF CARE
The standard of care applicable to CONSULTANT's services will be the degree of
ski11 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 nof ineeting this standard without additional compensation.
ARTICLE V OPINIONS OF COST FINANCfAL CONSIDERATEONS, 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 pertormance by operating personnel or fhird parties; and other economic
and operational factors that may materially affect the ultimate project cost or schedule.
Therefore, it is understood between the parties that the CONSUI.TANT maices no warranty
that the CITY's actual project costs, financiaf aspects, economic feasibility, or schedules will
not vary from CONSUL.TAIVT's opinions, analyses, projections, or estimates.
ARTICLE Vl. 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 that the CONSULTANT reasonably relied upon
and that are incorporated into the record drawings.
ARTICLE VII. CITY RESPONSIBILITIES
The CITY shall furnish, at the CONSULTANT's request, such information as is
needed by the CONSULTANT to aid in the progress af the PROJECT, providing it is
reasonably obtainable from City records.
To prevent any unreasonable delay in the CONSUI.TANT's work, the CITY will
examine all reports and other documents and will make any authorizations necessary to
proceed with work within a reasonabl� time period.
ARTICLE VIII. ASB�STOS OR HAZARDOUS SUBSTANCES
If asbestos or hazardous substances in any form are encountered or suspected,
CONSUI.TANT will stop its own work in the affected partions 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 additiona� fee and contract terms
to be negotiated.
1:1EnginearingU�ensiry 7esUnp12015tProposal Phasa\PSI Agreemant 3•20-16.docx Page 2 of 6
If hazardous substances other than asbestos are suspected, CONSUL.TANT will, if
requested, conduct tests to determine the extent of the �robiem and will perform th�
necessary studies and recommend the necessary remedial measures at an additional fee
and contract terms to be negotiated.
CITY recognizes that CONSULTANT assumes no risk and/or liability for a waste or
hazardous waste sife originated by other than the CONSU�TANT.
ARTICLE IX. CITY'S INSURANCE
CiTY wilf maintain property insurance on ail pre-existing physical facilities associated
in any way with the PROJECT.
CITY wifl 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, CI7Y will pravide CONSULTANT a copy of such policy.
ARTICLE X. TIME OF COMPLETION
The work to be performed under this AGRE�MENT shall be commenced and the
work completed within the time fimits as agreed upon in the CITY'S Request for Proposal.
The CONSULTANT shall perform the services under this AGREEMENT with
reasonable diligence and expediency consistent with sound professional practices. The
CITY agrees that the CONSULTANT is not responsible for damages arising directfy or
indirectly from any delays for causes beyond the CONSUi.TANT's control. For the
�urposes of this AGREEMENT, such causes include, but are nat iimited to, strikes or other
labor disputes, severe weather disruptions ar other natural disasters, failure of performance
by the CITY, or discovery of any hazardous substances or differing site conditions. 1f the
delays resulting from any such causes increase the time required by the CONSULTANT to
perform its services in an orderly and efficient manner, #he CONSUI..TANT shall be entitled
to an equifable 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 aut verbatim, or if not attached, as if hereto
attached:
1. This Insfrument
2. CITY's Reguest for Proposal dated February 26, 2015 and attached hereto
3. CONSULTANT's Proposa!dated March 5, 2015 and attached hereto
I:IEnglnaaAnglUansity TasGng120151Proposal phasalPS1 Agraement 3-20-15.docx Page 3 of 6
In the event that 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 Surri. The CITY shall pay tq the CONSULTANT for the
performance of the AGREEMENT the total sum as set forth below, adjusted by any
changes hereafter mutually agreed upon in writing by the parties hereto:
• Time and Materials Not to Exceed $59,512.50 (Fifty-Nine Thousand Five
Hundred Twelve Dollars and Fifty Cents).
• Attached fee schedules shaU 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 sta#ement amount is disputed, the CITY may
withhold payment of such amount and shal! provide to CONSUI.TANT 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 pa►ties prior to
proceeding with the work covered under the subject amendment.
D. Indirect Costs. Indirect costs such as compuier time, printing, copying, cell
phone charges, telephone charges, and equipment renta! shafl be considered overhead and
shall not be invoiced separafely to the PROJECT.
E. Expenses. Expenses may be billed with up #o a maximum of 10% maric-up.
All invoices with expenses shall include supporting documentation of the expense. Failure
ta include the supporting documentafion will result in the reduction of payments by the
amount of those expense(s) nvt including documentation.
ARTICLE Xlli. HOLD HARMLESS
The CONSUL.TANT covenants and agrees to protect and hold the City of Oshkosh
harmless against all actions, claims, and demands which may be to the proportionate extent
caused by or result from the intentional or negligent acts af fhe CONSUL.TANT, his/her
agents or assigns, his/her employees, or his/her subcontractors related however remofely to
the performance of this AGREEMENT or be caused or result from any vioiation of any law
or administrative regulation, and shall indemnify or refund to #he CITY all sums including
court costs, attorney fees, and punitive damages which the CITY may be obfiged or
adjudged to pay on any such claims or demands wi#hin thirty (30) days of the date of 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.
I�IEnglnearinglDensity7astingh20751Proposel PheselPSl Agreamen�3•20-1b,docx Page 4 of 6
Subject to any limitations contained in Sec. 893.80 and ar�y similar statute, of the
Wisconsin Statutes, the CITY furfher 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 faunded upon or grows out of the acts
or omission of any of the officers, employees or agents of the City of OshScosh while acting
within the scope of their employment,
ARTICLE XIV. INSURANCE
The CONSULTANT agrees to abide by the attached City of Oshkosh Insurance
Requirements.
ARTICIE XV. TERMfNATION
A. For Cause. If the CONSUI.TANT shall fail to fulfill in timely and proper
manner any of fhe obligations under this AGREEMENT, the CITY shall have the right to
terminate this AGREEMENT by written notice to the C�NSULTANT. fn 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 CONSU[.TANT shall
be entitled to compensation #or 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 far
this PROJECT, whether the PROJECT is comp3eted or not. CITY agress to indemnify
CONSULTANT and CONSULTANT's officers, employees, subcontractors, and affiliated
corporations from alf claims, damages, losses, and costs, including, but not limited to,
litigation expenses and attorney's fees arising out of or refated to the unauthorized re-use,
change, or alteration of these project documents.
ARTICLE XVII SUSPENSION DELAY OR INTERRUPTION OF WORK
CITY may suspend, delay, or interrupt the services of CONSULTANT for the
convenience of CITY. In such event, CONSULTANT's cantract price and schedule shall be
equitably adjusted.
1:1EngineeringlDensity 7asOng1201b1Proposal Phese�PSl AflreamenL3-20-16.docx Page 5 of 6
ARTiCI.E XVIII. N4 THIRD-PARTY BENEFICIARIES
This AGREEMENT gives no rights or benefits to anyone other than CiTY and
CONSULTANT and has no third-party beneficiaries.
In the Presence of: CONSULTAN'C
�y:
(Seal of Consultant ��
if a Corporation) (Specify Title)
By:
(Specify Title)
CITY OF OSHKC?SH
gy: ��� .
(Witness) . Cit gEr ,
.........__..._..., X L�. .. . .
And: � �� ��` \� �/���
(Witness) Pamela R. Ubrig, City Clerk �
APPROVEQ: 1 hereby cerfify that the necessary provisions
have been made to pay the liability which
wilf accrue under this AGREEMENT.
torney � � .
��i1S�fl�'2 +.��.:11►'�'�
City Compfroller
I:�ngineering�Densiry TesGng�20151Proposal pheselPSl Agreemant_3-20•15.docx Page 6 of 6
Taylor, Tracy L
From: Gulbronson, Peter P.
Sent: Thursday, February 26, 2015 3:43 PM
To: Gulbronson, Peter P.; 'Timm, Paul'; 'Roxane Fitch'; 'dhassman@888geotest.com';
'Paul.Eggen@omnni.com'; 'gowens@amengtest.com'; 'nayan.saha@gestrainc.com'; 'Matthew
Henderson'
Cc: Gohde, Steven M.; Taylor, Tracy L; Rabe, James E.
Subject: RE: Request for Proposal-Construction Materials Testing for the 2015 Capital Improvement
Program
Attachments: Corrected Scope of Servcies Construction Materials Testing.pdf
Please see the correction below. Proposals shall be due on Friday March 6th by noon. A new scope of services is
attached to this email. Please disregard the previous Scope of Services.
Sorry about that
Pete
From: Gulbronson, Peter P.
Sent: Thursday, February 26, 2015 3:04 PM
To: 'Timm, Paul'; 'Roxane Fitch'; 'dhassman@888geotest.com'; 'Paul.Eggen@omnni.com'; 'gowens@amengtest.com';
'nayan.saha@gestrainc.com'; 'Matthew Henderson'
Cc: Gohde, Steven M.; Taylor,Tracy L; Rabe, James E.
Subject: Request for Proposal - Construction Materials Testing for the 2015 Capital Improvement Program
Dear Perspective Bidder:
The City of Oshkosh is hereby requesting proposals be submitted for Construction Materials Testing services related to
the City's 2015 Capital Improvement Program.
Questions regarding this request for proposal shall be emailed to me at pgulbronson@ci.oshkosh.wi.us(with the subject
heading of"2015 CIP Construction Materials Testing RFP Questions") by 12:00 p.m. on Tuesday, March 3, 2015. The
questions and appropriate responses will be distributed to all parties receiving this Request for Proposals by 4:30 p.m.
on Wednesday, March 4, 2015. Please submit four(4) hard copies of the proposal to my attention no later than 12:00
p•m•on Friday, March-8, 6, 2015.
Enclosed with this letter are the Scope of Services, Proposal Cost Breakdown,Sample of the Standard Engineering
Services Agreement, and Insurance Requirements. The information contained within these attachments shall become a
part of the Contract with the Consultant selected to perform the Services.
Please acknowledge receipt of this email and four attachments by replying back to me.
Pete Gulbronson, P.E., C.D.T.
Civil Engineer Supervisor
215 Church Avenue
P.O. BOX 1130
Oshkosh, WI 54903-1130
Main Office (920)236-5065
Direct Line (920) 236-5063
Fax(920) 236-5068
Email: pgulbronson(a�ci.oshkosh.wi.us
i
_ SCOPE OF SERVICES
CONSTRUCTION MATERIALS TESTING
2015 CAPITAL IMPROVEMENT PROGRAM
This contract is to provide utility nuclear density testing services of utility trench backfill, laboratory
testing and other field testing of these materials as necessary. Responsibilities include providing
qualified timely response, daily coordination and communication with contractors and city staff, and
prompt professional reporting of test results.
1. Background
A. The following City of Oshkosh projects are planned to be covered under this contract:
i. Contract 15-04—Paving, Sidewalk, Driveway, and Utilities/First Local Street Concrete
Paving Program—East Side Area—Parkway Avenue and Mount Vemon Street
a.Mount Vernon Street(Washington Avenue to E. Lincoln Avenue)
b.East Parkway Avenue(North Main Street to Bowen Street)
ii. Contract 15-OS—Paving, Sidewalk,Driveway, and Utilities/Second Local Concrete
Paving Program—North Side Area—New York Avenue, Custer Avenue, and Graceland
Drive.
a.West New York Avenue (Spruce Street to Wisconsin Street)
b.Custer Avenue(Broad Street to Bowen Street)
c. Graceland Drive(Graceland Court to Greenfield Trial)
iii. Contract 15-07—Miscellaneous 5anitary Sewer and Water Main Relays
a.West 6�'Avenue(Mason Street to Sawyer Street)
b.Fairlawn Street(Florida Avenue to West South Park Avenue)
c.West South Park Avenue(Fairlawn Street to Georgia Street)
d.Westl2th Avenue(Knapp Street to Georgia Street
e.Nebraska Street(West 5�`Avenue to West 8�'Avenue
£ West 6`�Avenue (Point West of Oregon Street to Oregon Street)
g.Hawk Street(Water Main Crossing of Sawyer Creek)
iv. Contract 15-28—Butler Avenue&Pickett Avenue Utilities
v. Contract 15-29—Water Main Extension
a.Quail Run Drive to Bromfield Drive
B. The 2015 Capital Improvements Program is subject to change. Projects may be added or
deleted based on the needs of the City of Oshkosh. Work listed throughout this RFP is not
guaranteed. The City reserves the right to send out additional RFPs.
2. Testing and Reporting
A. All tests and reports shall be in conformance with the latest ASTM Standards. The selected
consultant will be responsible for providing all necessary forms for labeling of samples and
Page 1 of 6
documentation of test results. Test results shall include the location, sample number, and be
separated per City Contract number.
B. Soils and Aggregate Testing
Provide the necessary labor and equipment for onsite nuclear density testing of utility trench
backfill and associated laboratory material testing. Specifications will be based on the City
of Oshkosh 2015 Standard Specifications and each contract's special conditions.
The testing firm shall obtain all test samples from construetion sites throughout the city and
may be required to obtain samples from various source sites. At a minimuxn, keep all lab
samples until the end of each contract. Nuclear density testing will be performed on an as-
needed basis dependent on the contractor(s) schedule. As a reference, based on years past, a
field density testing technician was required almost daily throughout the construction season.
It is the testing firm's responsibility to verify the contractor's schedule and to coordinate with
the City of Oshkosh Inspectors/Engineers daily. This year's season is anticipated to
commence in mid-March and continue through October.
Nuclear density tests shall be located by project station, elevation, and utility trench type.
The density testing technician shall notify the City Inspector and appropriate contractor of all
failing tests. Failing areas shall be re-compacted and re-tested until passing results are
achieved. All tests shall be documented.
In addition to the utility trench density testing, assist the City of Oshkosh Inspector on
inspection of backfilling operations per the City of Oshkosh specifications. Work with the
Contractor by providing ideas and methods of improving compaction if necessary.
C. Reporting
i. Technician Daily Reports
a.Technicians will be required to document their activities through a daily report.
These reports shall include the date, a detailed summary of the activities taking place
for which they are inspecting/testing,the technician's arrival and departure times, and
other pertinent information as standard with this type of reporting. There shall be a
separate daily report for each city contract worked on that day. Daily reports can be
hand written, but must be legible. The technician shall document any observations,
conversations, suggestions, etc. during the construction site visit.
ii. Material Test Reports
a.Material test results shall be emailed in .pdf format to the City Project Engineer
within 48 hours of notification of sample pick-up unless lengths of the test dictate
otherwise.
iii. Summary Reports
a.Monthly testing summary reports during construction shall include a written
summary, any material test results from that time frame, an updated typed compaction
results log, and the technician's daily field reports. All reports shall be signed by the
appropriate signing authority of the selected firm and the project manager. Separate
reports shall be generated for each city contract should multiple projects occur during
the same time interval. The monthly summary reports shall be submitted in
Page 2 of 6
conjunction with the contract's respective invoice. A final report shall be prepared
upon the completion of each individual city contract.
b.All reports shall be typed in a professional manner according to industry standards
and can be emailed to the City Project Engineer in .pdf format.
iv. Periodic Updates
a.Additional email correspondence or summary reports may be necessary depending on
certain situations. The testing firm's project manager shall notify the City Project
Engineer of any issues throughout construction.
3. Proposal Cost Breakdown
A. The Proposal Cost Breakdown sheet shall be filled out and included in the proposal.
B. A description of each item is as follows:
i. Roundtrip Charge — includes the technician's travel time and mileage to and from the
City of Oshkosh each day services are required. The roundtrip charge shall also include
any office time required by the technician prior to or after the day's field activities.
ii. Field Time — includes all necessary labor costs while testing in the City of Oshkosh
including travel time between various projects. Travel time shall be split equally
between projects and documented in their respective daily report. The City Inspector
shall be notified upon arrival to and departure from the contract project site per visit.
The City Project Engineer shall be notified by phone upon arrival to and departure from
the City per trip. The field time hourly rate will apply even if overtime is worked by the
technician. Some overtime is expected due to the tight construction windows placed
upon the contractors.
iii. Equipment Rental — includes all necessary rental charges for equipment and materials
that will be used in the performance of the testing requirements.
iv. Vehicle Rental—includes vehicle rental charges while in the City of Oshkosh. Mileage
traveling between projects throughout the day will not be considered. Vehicle costs
incurred while traveling to and from the City shall be covered under the Roundtrip
Charge. Rental time shall match the technician's onsite field time for that day.
v. Sieve Analysis of Aggregate —includes all necessary labor and equipment to provide a
sieve analysis per the latest ASTM standards and to compare with the contract's
material specifications. Cost to also include report generation and distribution to City
and contractor personnel.
vi. Modified Proctor Density Test(aggregate)—includes all necessary labor and equipment
to provide a modified proctor density test of aggregate per the latest ASTM standards.
Cost to also include report generation and distribution to the City.
Page 3 of 6
vii. Trench Backfill Testing Reports — includes all necessary labor and material costs to
provide monthly summary reports. Reports to include a written engineering summary,
material test results, an updated running log of the compaction results, and the
technician's daily field reports for the respective period.
viii. Engineer Consultation — professional engineer's labor rate with a geotechnical and
materials background should services be requested for consultation or to attend any
meetings. Engineer consultation time should only be used with approval from City of
Oshkosh Project Engineer.
ix. Project Manager — City approved project manager's (geotechnical and materials
background required) labor rate. This contract will allow up to a total of 2.5 hours per
week without prior approval from the City of Oshkosh for project coordination,
scheduling, and other duties as necessary. This person will be asked to attend the
contractor's Pre-construction Meetings and will be paid for according to this hourly
rate. Additional time per week for normal project management shall be considered
incidental to the contract.
x. Response Time—time it will take the consultant to mobilize a technician from the home
office to a particular construction site in the City of Oshkosh if notified by the City or
contractor that their presence is required. An important factor in the selection of the
consultant is their ability to be responsive should their services become necessary on
short notice.
4. AdditionalInformation
A. The technician will be required to be onsite on an as-needed basis per the contractor's
schedule and/or at the City's request. Typically, a technician will not be onsite every hour
that contractors are working,but rather during backfilling operations.
B. There are times when an additional technician may be needed. This would primarily be
during asphalt paving operations or during clay liner installation that take place concurrently
with multiple utility projects.
5. Additional Proposal Requirements
A. In addition to the requirements listed throughout this Request for Proposal, each respondent
shall include the following:
i. Prepare a summary of the firm's understanding of this proposal.
ii. Provide a brief description of the respondent's organization.
iii. List the planned project team and their respective resumes including relevant experience
and training. Specifically provide the names/titles of personnel assigned to each task
including the Project Manger. It is required that the proposed technician have previous
experience with utility trench construction. It is desired to have a mid to senior level
technician. Should the need arise for a replacement technician during the season; the
Page 4 of 6
City of Oshkosh Project Engineer shall be notified for prior approval. Include names
and resumes of any potential replacement technicians in the proposal.
iv. Provide a list of recent projects of a similar nature and capacity the respondent has been
involved.
v. Furnish a list of at least three (3) references that will be able to verify information
supplied in the proposal.
B. The proposal shall also include fee schedules for laboratory testing including additional
testing required for clay liners per the WDNR Technical Standard 1001, standard asphalt
testing, various levels of engineering rates, and other construction testing services not
covered specifically in this proposal.
6. Invoices
A. The consultant shall submit itemized monthly statements for services. Separate invoices are
required per city contract. Invoices shall be emailed to the City Project Engineer within one
week after the end of the previous calendar month. Required back-up information is as
follows:
i. Monthly reports shall be utilized as back-up documentation. Time periods on the
monthly reports and the invoices shall be the same.
ii. For any approved consultation or additional project management time, include the date,
a description of the discussion and/or activity and the name of the city staff person and
the consultant's staff involved in the discussion.
B. Additional invoicing and payment requirements are stated in the Agreement Form.
7. Contract Award
A. The contract will be awarded on a time and materials basis with a not to exceed total.
Changes to the contract will be completed per the requirements set forth in the City of
Oshkosh Agreement document. Indicated quantities in this RFP are only an estimate and are
not guaranteed.
B. By providing a signed proposal, the respondent is acknowledging they will work solely under
the terms and conditions of the City of Oshkosh and if selected, will provide insurance
documents according to the attached requirements with the signed contracts within a week
after receiving the official contract paperwork from the City of Oshkosh. Besides prior
negotiated agreements between the consultant and the City of Oshkosh, a consultant's terms
and conditions will not be accepted as part of the contract.
C. The information contained within the signed agreement form, the RFP with its attached
documents, and the consultant's proposal shall become a part of the Contract with the
Consultant selected to perfortn the Services.
D. The proposals will be reviewed for completeness and how well it is demonstrated that the
needs of the City of Oshkosh can be met. The award of this work will not be based solely on
Page 5 of 6
cost of the proposal, but will place high value on the ability to provide timely responses and
technician experience with this type of work.
8. Project Schedule
A. It is anticipated that the City will make the selection by March 13, 2015 with construction
scheduled to begin on or around April 6, 2015. The contract will terminate December 31,
2015 or upon the completion of any testing project started in 2015. The City of Oshkosh
maintains the right to terminate the contract if the consultant does not respond as stated in the
accepted proposal.
9. Method of Response
A. As stated in the email, questions regarding this RFP shall be emailed to
pQulbronsonn,ci.oshkosh.wi.us by 12:00 p.m. on Tuesday, March 3, 2015. The subject
heading of the email shall be "2015 CIP Construction Materials Testing RFP Questions".
The questions and appropriate res�onses will be distributed to all parties receiving this
Request for Proposal by 4:30 p.m. on Wednesday, March 4, 2015.
B. Please submit four (4) hard copies with original signatures of the proposal to Pete
Gulbronson no later than 12:00 p.m. on Friday, March 6, 2015. Proposals may be delivered
or mailed to:
Pete Gulbronson,P.E.
Engineering Division
City of Oshkosh
215 Church Avenue,Rm 301
Oshkosh,WI 54903
Page 6 of 6
� PROPOSAL COST BREAKDOWN
CONSTRUCTION MATERIALS TESTING
2015 CAPITAL IMPROVEMENT PROGRAM
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL
QTY.
1. Roundtrip Charge Each 160 $ $
2. Field Time Hour 1,000 $ $
3. Equipment Rental Hour 1,000 $ $
4. Vehicle Rental Hour 1,000 $ $
5. Sieve Analysis of Aggregate Each 15 $ $
6. Modified Proctor Density Test
(aggregate) Each 10 $ $
5. Trench Backfill Testing Reports Each 20 $ $
7. Engineer Consultation Hour 15 $ $
8. Project Manager Hour 70 $ $
TOTAL $
RESPONSE TIME TO SITE hours
1
AGREEMENT
This AGREEMENT, made on the day of , 2015, 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:
That the CITY and the CONSULTANT, for the consideration hereinafter named,
enter into the following AGREEMENT for SERVICES DESCRIPTION
ARTICLE I. PROJECT MANAGER
A. Assignment of Project Manager. The CONSULTANT shall assign the following
individual to manage the PROJECT described in this AGREEMENT:
Name—Title
6. 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 II. CITY REPRESENTATIVE
The CITY shall assign the following individual to manage the PROJECT described in
this AGREEMENT:
Name—Title
ARTICLE III. SCOPE OF WORK
The CONSULTANT shall provide the services described in the CITY'S Request for
Proposal or CONSULTANT's Proposal or CONSULTANT's Scope of Work. 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.
All reports, drawings, specifications, computer files, field data, notes, and other
documents and instruments prepared by the CONSULTANT as instruments of service shall
remain the property of the CITY.
I:\Engineering\Density Testing12015�Proposal Phase\Blank Current Agreement Form 1-8-15.docx Page 1 of 6
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 that the CONSULTANT makes no warranty
that 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 that the CONSULTANT reasonably relied upon
and that are incorporated into the record drawings.
ARTICLE VII. 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.
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.
I:\Enginearing�Density Testing12015\Proposal Phase\Blank Cunent Agreement Form 1-B-15.docx Page 2 of 6
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.
CITY recognizes that 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
CITY will maintain property insurance on all pre-existing physical facilities associated
in any way with the PROJECT.
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, 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 Reauest for Proposal or
CONSULTANT's Proposal or CONSULTANT's Scope of Work.
The CONSULTANT shall perform the services under this AGREEMENT with
reasonable diligence and expediency consistent with sound professional practices. The
CITY agrees that 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
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 Request for Proposal dated and attached hereto
3. CONSULTANT's Proposal or Scope of Services dated and
attached hereto
I:\EnginaeringlDensity Testing�2015\Proposal Phase\Blank Curtent Agreement Form_1-B-15.docx Page 3 Of 6
In the event that 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 sum as set forth below, adjusted by any
changes hereafter mutually agreed upon in writing by the parties hereto:
• Time and Materials Not to Exceed $
( Dollars).
• Attached fee schedules 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.
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 which may be to the proportionate extent
caused by or result from the intentional or negligent acts of the CONSULTANT, his/her
agents or assigns, his/her employees, or his/her subcontractors related however remotely to
the performance of this AGREEMENT or be caused or result from any violation of any law
or administrative regulation, and shall indemnify or refund to the CITY all sums including
court costs, attorney fees, and punitive damages which the CITY may be obliged or
adjudged to pay on any such claims or demands within thirty (30) days of the date of 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.
I:\Engineering\Density TesGng120151Proposal Phase\Blank Current Agreement Forrn_1-8-15.docx � Pa9e 4 Of 6
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.
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 have 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. 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
CITY may suspend, delay, or interrupt the services of CONSULTANT for the
convenience of CITY. In such event, CONSULTANT's contract price and schedule shall be
equitably adjusted.
I:\EngineeringlDensity Testing12015\Proposal Phase\Blank Current Agreement Form_1-8-15.docx . Pa9e 5 Of 6
ARTICLE XVIII. NO THIRD-PARTY BENEFICIARIES
This AGREEMENT gives no rights or benefits to anyone other than 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:
(V1/itness) 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
I:\Engineering�Density Testing12015�Proposal Phase\Blank Current Agreement Form_1-&15.docx Page 6 of 6
4/14/14 CITY OF OSHKOSH
INSURANCE REQUIREMENTS
III. PROFESSIONAL SERVICES LIABILITY INSURANCE REQUIREMENTS
The Contractor shall not com aecartme t before thetcontract�orf purchase orde e sucons der d for
provided to the applicable City p
approval by the City.
It is hereby agreed and understood that the insurance required by the City of Oshkosh is rima
covera e and that any insurance or self insurance maintained by the City of Oshkosh, its officers,
council members, agents, employees or authorized volunteers will not contribute to a loss. All
insurance shall be in full force prior to commencing work and remain in force until the entire job is
completed and the length of time that is specified, if any, in the contract or listed below whichever is
longer.
�, PROFESSIONAL LIABILITY
A. Limits
(1) $1,000,000 each claim
(2) $1,000,000 annual aggregate
B. Must continue coverage for 2 years after final acceptance for service/job
2. GENERAL LIABILITY COVERAGE
A. Commercial General Liability
(1) $1,000,000 each occurrence limit
(2) $1,000,000 personal liability and advertising injury
(3) $2,000,000 general aggregate
(4) $2,000,000 products—completed operations aggregate
B. Claims made form of coverage is not acceptable.
C. Insurance must include:
(1) Premises and Operations Liability
(2) Contractual Liability
(3) Personallnjury
(4) Explosion, collapse and underground coverage
(5) Products/Completed Operations must be carried for 2 years after acceptance of
completed work
(6) The 4eneral aqqreqate must apply separately to this prolecUlocation
3, BUSINESS AUTOMOBILE COVERAGE— If this exposure shall exist:
q. $1,000,000 combined single limit for Bodily Injury and Property Damage each accident
B. Must cover liability for Symbol#1 -"Any Auto"—including Owned, Non-Owned and
Hired Automobile Liability.
III - 1
�
4/14/14
4. WORKERS COMPENSATION AND EMPLOYERS LIABILITY—"If" required by Wisconsin
State Statute or any Workers Compensation Statutes of a different state.
A. Must carry coverage for Statutory Workers Compensation and an Employers Liability
limit of:
(1) $100,000 Each Accident
(2) $500,000 Disease Policy Limit
(3) $100,000 Disease— Each Employee
5. UMBRELLA LIABILITY - If exposure exists, provide coverage at least as broad as the
underlying Commercial General Liability, Watercraft Liability (if required), 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$10,000.
6. ADDITIONAL PROVISIONS
A. Acceptability of Insurers - Insurance is to be placed with insurers who have an A.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 - City of
Oshkosh, and its officers, council members, agents, employees and authorized
volunteers. On the Commercial General Liability Policy, the additional insured
coverage must be ISO form CG 20 10 07 04 or its equivalent and also include
Products — Completed Operations ISO form CG 20 37 07 04 or its equivalent for
a minimum of 2 years after acceptance of work. This does not apply to
Professional Liability,Workers Compensation and Employers Liability.
C. Certificates of Insurance acceptable to the City of Oshkosh shall be submitted prior to
commencement of the work to the applicable City department. These certificates shall
contain a provision 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
—City of Oshkosh.
III - 2
. �
� A�°" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/WY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE7WEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR
PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDiT10NAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the
terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate
hoider in lieu of such endorsement s.
PRODUCER CONTACT
Insunnce Agency contact NAME:
lnformatlon,Ineluding street PHONE I^suranee AgenPs �
address and PO Box i/ eontact lnlormation.
applicab/e. (A/C.No.Ext: A/C.No):
E-MAIL
ADDRESS:
INSURER S AFFORDING COVERAGE NAIC#
iNSUReR a: ABC Insurance Company NAIC#
INSURED /nsured's contact information,
inc/uding name,address and INSURER B: XYZ Il1SU�8f1C8 CORI an NAIC#
Pno�.�umna.. iNSUReR c: LMN Insurance Com an NAIC#
INSURER D• Insurer(sJ must have a minimum A.M.Best ntiny ol A-
� and a Financia/PeAormance Rating of VI or 6etter. --
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE AMY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADDL SUBR POLICY EFF POLICY EXP
LTR TYPE OF INSURANCE INSR , NND POLICY NUMBER MMIDD MM/DD LIMITS
GENERAL LIABILRY
EACHOCCURRENCE $1,000,000
� � ❑ General Liability Policy Number Policy e//ective end expiration date. DAMAGE TO RENTED
COMMERCIAL GENERAL LIABILITY �� PREMISES(Ea occurrence) $SO,OOO
I�I ( y a > ..$5,000
A ,��CLAIMS-MADE OCCUR MEDEXP An one erson
�) ISO FORM CG 20 37 OR EQUIVALENT PERSONAL&ADV INJURY $'I,OOO,OOO
❑I GENERALAGGREGATE $2,000,000
GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS–COMP/OPAGG $2��00,000
��POLICY�JE�!�LOC I $
AUTOMOBILE UA8ILITY COMBINED SINGLE LIMIT
Eaaccident $1,000,000
—� _ '_.
�j ANY AUTO � � Auto Liability Policy Number�� Policy effective and expiration date. BODILY INJURY(Per person) $
B ALLOWNED � SCHEDULED
❑�AUTOS �.I AUTOS � BODILY INJURY(Per accident) $
��HIRED AUTOS� AUTOSWNED PROPERTY DAMAGE
(Peracddent) $
�I I�I I $
��UMBRELLA LIAB I�jOCCUR � i � EACH OCCURRENCE $2,000,000
I � CLAIMS-MADE
A ❑�EXCESS LIAB i❑ �Umb�ella Liabi/ityPolicyNumbei PolicyeSective and expiration date. AGGREGATE $2,�0�,��0
❑iDED ��RETENTION$IO,OOO I $
C WORKERS COMPENSATION ❑ ❑ �I WC STATU-I❑ OTH-
AND EMPLOYERS'LIABILRY :TORY LIMITS ER
ANY PROPRIETOR/PARTNER/EXECUTIVE i
OFFICE/MEMBER EXCLUDED7 Y/N Workers Compensation Policy Policye%ctNe and expiratlon date. E.L.EACH ACCIDENT $���,000
(Mandatory In NH) N Number
It yes,describe under E.L.DISEASE–EA EMPLOYEE $100,000
DESCRIPTION OF OPERATIONS below I '
E.L.DISEASE–POLICYLIMIT $SOO,OOO
A PROFESSIONAL LIABILIN � � � $1,000,000 EACH CLAIM
Pro%ssionalLlabilityPolicy PolicyellectNeendexpirationdate. $1,000,OOOANNUALAGGREGATE
� Num6nr
DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(Attach ACORD 101,Additional Rema�ks Sehedule,If more space is required)
Additional insureds per attached endorsements.
Certificates of Insurance acceptable to the City of Oshkosh shall be submitted prior to commencement of the work to the applicable City
department. These certificates shall contain a provision 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—City of Oshkosh.
CERTIFICATE HOLDER CANCELLATION
City of Oshkosh,Attn:City Cle�k Insurance Standard lll SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
215 Church Avenue SAMPLE CERTIFICATE ACCORDANCE WITH THE POLICY PROVIS ONS.L BE DELIVERED IN
PO Box 1130 Please indicate somewhere on this
Oshkosh,WI 54903-1130 certificate,the contract or project# AUTHORIZED REPRESENTATIVE
this certificate is for.
O 1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD
POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 20 10 07 04
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - SCHEDULED PERSON OR
ORGANIZATION
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name Of Additional Insured Person(s)
Or Or anization s : Location s Of Covered O erations
As required by contract Any and all job sites
Information re uired to com lete this Schedule, if not shown above,will be shown in the Declarations.
A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these
include as an additional insured the person(s) or additional insureds,the following additional exclu-
organization(s) shown in the Schedule, but only sions apply:
with respect to liability for "bodily injur�', "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 or omissions;or 1. All work, including materials, parts or equip-
2. The acts or omissions of those acting on your ment furnished in connection with such work,
behalf; on the project(other than service, maintenance
or repairs) to be performed by or on 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
nated above. 2. That portion of "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
as a part of the same project.
Insurance Standard lll
SAMPLE CERTIFICATE
Please indicate somewhere on this
certificate,the contract or project#
this certificate is for.
CG 20 10 07 04 O ISO Properties, Inc., 2004 Page 1 of 1 ❑
POLICY NUMBER: P°"°Y�� COMMERCIAL GENERAL LIABILITY
CG 20 37 07 04
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name Of Additional Insured Person(s)
Or Or anization s : Location And Description Of Completed O erations
As required by contract Any and all job sites
Information re uired to com lete this Schedule, if not shown above,will be shown in the Declarations.
Section II — Who is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only with
respect to liability for "bodily injur�', "property dam-
age" caused, in whole or in part, by "your work" at
the location designated and described in the sched-
ule of this endorsement performed for that additional
insured and included in the "products-completed
operations hazard".
Insurance Standard lll
SAMPLE CERTIFICATE
Please indicate somewhere on this
certi£cate,the contract or project#
this certificate is for.
CG 20 37 07 04 O ISO Properties, Inc., 2004 Page 1 of 1 ❑
� r��i Infor�naation
/r�� �ToBuild On =
, Engineering•ConsuRing• Testing RECEIVED
��°� MAR -6 2015
,��,� �
DE`.PT OF PUBLIC WORKS
,��}-��OSH, WISCONSIN
��,� � �o;sa�����—
,��
��
�w
�.
,..,
PROPOSAL FOR CONSTRUCTION MATERIALS TESTING
�* _ __ _ _ _ _ _
�
.w
City of Oshkosh 2015 Capital Improvement Projects
,,,
" Prepared for:
�
�
The City of Oshkosh DPW
� 215 Church Avenue
' P.O. Box 1130
�
,.
Oshkosh, WI 54903-1130
�
March 5, 2015
PSI Proposal No. 146102
�
Professional Service Industries,Inc.•608 North Stanton Street•Ripon,WI 54971 •Phone 920/745-2200•Fax 920/745-2222
- ��; Information
/r �To Build On
, Engineering•ConsuRing • Testing
��,
�w
�„ SUB.IECT: Proposal for Construction Material Testing Services and
,� Engineering Services
2015 Capital Improvement Projects
� City of Oshkosh, Wisconsin
�
PSI Proposal No. 146102
�
�, STATEMENT OF INTEREST
� Professional Service Industries, Inc. (PSI) is pleased to submit this proposal to provide
_ _ __ _ __. __ _
�, Construction Materials Testing Services and Engineering services for the 2015 Capital
Improvement Projects in the City of Oshkosh. PSI has been providing engineering
§ consulting services and construction support associated with the development of
� properties for over 100 years. We have the personnel, resources and experience that
make us an ideal choice for the City of Oshkosh. As a national firm that specializes in
' environmental consulting, asbestos management, geotechnical investigations, construction
,� materials testing and facilities engineering, PSI has a proven reputation for a commitment
to value and quality, and our dedication to clients is unparalleled. In short, we provide all
� the technical support �nd information to meet the engineering challenges related to
. municipal construction.
` PSI currently has 5 branch office� in Wisconsin (Chippewa Falls, Green Bay, Menasha,
� Ripon and Waukesha) and employs approximately 100 people in Wisconsin. We have the
equipment and a knowledgeable, experienced staff capable of providing the requested
services in a professional, timely and cost efficient manner. We have performed
geotechnical and construction materials testing services for thousands of private
development and public works projects throughout Wisconsin. The construction testing
services will be preformed by the Ripon branch office with support available from the
Menasha and Waukesha PSI office as well. Additional company and personnel information
is provided in the Statement of Qualifications in Appendix B.
Based on the information provided in your 2015 Request for Proposal (RPF), 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 2015 Capital Improvement Projects will consist of:
i. Contract 15-04 — Paving, Sidewalk, Driveway, and Utilities/First Local Street Concrete
Paving Program — East Side Area — Parkway Avenue and Mount Vernon Street
a. Mount Vernon Street (Washington Avenue to E. Lincoln Avenue)
b. East Parkway Avenue (North Main Street to Bowen Street)
ii. Contract 15-05 — Paving, Sidewalk, Driveway, and Utilities/Second Local Concrete
Professional Service Industries,Inc.•608 North Stanton Street•Ripon,WI 54971 •Phone 920/745-2200•Fax 920l745-2222
. � Proposal for Construction Materials T�sting Services and Engineering Services
2015 Capital Improvement Projects
City of Oshkosh, Wisconsin
PSI Proposal No. 146102
Page 2
Paving Program — North Side Area — New York Avenue, Custer Avenue, and
Graceland Drive.
a. West New York Avenue (Spruce Street to Wisconsin Street)
' b. Custer Avenue (Broad Street to Bowen Street)
c. Graceland Drive (Graceland Court to Greenfield Trial)
" iii. Contract 15-07 — Miscellaneous Sanitary Sewer and Water Main Relays
a. West 6th Avenue (Mason Street to Sawyer Street)
b. Fairlawn Street (Florida Avenue to West South Park Avenue)
" c. West South Park Avenue (Fairlawn Street to Georgia Street)
, d.West 12th Avenue (Knapp Street to Georgia Street
e. Nebraska Street (Wesf 5th Avenue to West 8th Avenue
� f. West 6th Avenue (Point West of Oregon Street to Oregon Street)
� g. Hawk Street (Water Main Crossing of Sawyer Creek)
`� iv. Contract 15-28 — Butler Avenue & Pickett Avenue Utilities
�
v. Contract 15-29 —Water Main Extension
� a. Quail Run Drive to Bromfield Drive
� The work scope and services to be provided were included in the City's Scope of Services
�' section of the RFP.
�
PSI will provide a senior engineer technician to perform the requested field services. PSI
� will obtain all test samples from construction sites throughout the city and may be required
* to obtain samples from various source sites. At a minimum, PSI will keep all lab samples
until the end of each contract. Nuclear density testing will be performed on an as- needed
� basis dependent on the contractor(s) schedule. PSI understands, based on years past
x experience with the City of Oshkosh, that a field density testing technician will be required
almost daily throughout the construction season. It will be PSI's responsibility to verify the . ,
` contractor's schedule and to coordinate with the City of Oshkosh Inspectors/Engin�ers
daily, so that scheduling can be planned in advance to meet the requirements of the
project.
.� Nuclear Density Tests shall be located by project station, elevation, and utility trench type.
The density testing technicians shall notify the City Inspector and appropriate contractor of
failing tests. It will be the contractor's responsibility to re-compact failing areas and
schedule retesting to meet the cities requirements. All tests shall be documented.
In addition to the utility trench density testing, PSI will assist the City of Oshkosh Inspector
when requested on inspection of backfilling operations per City of Oshkosh specifications.
Part of PSI's function will be to work with the Contractor by providing ideas and methods of
improving compaction if necessary; it will remain the contractor's responsibility to perform
his duties to meet project specifications.
��i
�,
, Proposal for Construction Materials Testing Services and Engineering Services
2015 Capital Improvement Projects
City of Oshkosh, Wisconsin
PSI Proposal No. 146102
Page 3
The Reporting Requirements are listed in the scope of Services and PSI understands that
the Technicians will be required to document their activities through a daily report. These
reports shall include the date, a detailed summary of the activities taking place for which
they are inspecting/testing, the technician's times, and other pertinent information standard
with this type of reporting. There shall be a separate daily report for each city contract
worked that day. Daily will be typed and will be available on the C3est Lab Hive online
system.
Material lab test results shall be emailed in .pdf format to the City Project Engineer witMin
„ 48 hours of notification of sample pick-up unless lengths of the test, by applicable standard
�
procedures, dictate otherwise.
,� It will be the PSI Project Manager's responsibility to review the day's events with the PSI
��
technician to keep abreast of matters which may require future attention. The project
manager will also review the daily reports throughout the respective months and contact
�� the city representative to address issues which may require the city's involvement to
��
resolve. Neither the PSI on-site technician nor the PSI project manager will be responsible
to make any decisions or provide any direction to the contractor, which would alter the
� City's contractual agreement with the contractor, or the City's specifications for the
�
contractors work. PSI cannot ultimately assume the responsibility of the contractor to
perForm the work under his contract with the City. This limitation of authority and
q responsibility is consistent with the industry standard for independent construction testing
�
agencies.
* Monthly Testing Summary reports during construction shall include a written summary
� prepared by the project manager, typed material lab test results for that month, an updated
typed Compaction results log, and the technician's daily field reports. All reports shall be
� signed by the project manager. Separate reports shall be generated for each city contract
� should multiple projects occur during the same interval. The monthly summary reports
shall be submitted in conjunction with the contract's respective invoice. All reports shall be
emailed to the City Project Engineer in pdf format. A final report shall be prepared upon
the completion of each individual city contract. Hard copies of the reports will be provided
and mailed if requested.
Additional email correspondence or summary reports may be requested depending on
certain situations. The testing firm's project manager shall notify the City Project Engineer
of issues which may arise throughout the construction period.
COST ESTIMATE
PSI proposes to perform these services in accordance with the unit rates provided with this
RFP-Proposal Cost Breakdown summary and by the Standard Fee Schedule. For services
requested but not listed on the cost breakdown page, unit rates shown on our standard fee
schedule will apply, both of which are enclosed in Appendix A. A summary of the
N�i
. Proposal for Construction Materials Testing Services and Engineering Services
2015 Capital Improvement Projects
City of Oshkosh, Wisconsin
PSI Proposal No. 146102
Page 4
� anticipated cost for the outlined services will be on the order of $59,512.50. Final
, compensation will depend upon the actual hours required to perform the testing, the
,���
number of laboratory tests performed, and the time spent in consultation at the City's
request. Where an alteration to the workscope may be warranted, or additional services
, are needed, prior authorization from the client will be obtained, and any additional work will
,�
be charged at the unit rates shown on the accompanying Standard Fee Schedule.
a
AUTHORIZATION
. PSI will proceed with the work as summarized herein the basis of written approval received
by execution of the City's contact documents. 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,
rp
� PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
,
,,
. ,� �,
_�
?41
� Jeffrey L. Fischer
�, Ripon Branch Manager
k � �����
���'
„ Matthew A. Henderson, P.E.
Vice President
��i ,
. Proposal for Construction Materials Testing Services and Engineering Services
2015 Capital Improvement Projecis
City of Oshkosh, Wisconsin
PSI Proposal No. 146102
Page 5
' 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
.
,.
jv�:w .
. ��� Inforination
° /r�� �To Build On
,„ Engineering•ConsuRing• Testing
�.
a
�
�r
w
_�r
�
�
„
.�
,.
STATEMENT OF QUALIFICATIONS
;.
CONSTRUCTION MATERIALS TESTING
City of Oshkosh 2015 Capital Improvement Projects
° SUBMITTED TO:
' The City of Oshkosh
March 5, 2015
Professional Service Industries,Inc.•608 North Stanton Street•Ripon,WI 54971 •Phone 920/745-2200•Fax 920/745-2222
PROJECT EXPERIENCE
PSI has performed testing services for the City of Oshkosh for the past three years,
including the geotechnical reports for most of the projects included in this request for
proposal.
In 2014, PSI completed over 800 geotechnical investigations, 200 environmental
projects, and provided construction testing services on over 600 sites in the upper
� Midwest. This includes work performed for commercial and retail developers, state,
, county, and city transportation departments; school districts; municipalities; as well as
for apartment and condominium complexes, and others.
_
_ _
, The intent of this Statement of Qualifications is to demonstrate that PSI has the
necessary experience, and personnel and equipment resources to service projects
anywhere in the State. Hence, the project sampling shown outlined on the following
, pages was selected to demonstrate our track record in related work.
�
��i,
Municipal Water/Wastewater 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 waste water projects. Listed below are a
few of the projects PSI has had the privilege of working on in Wisconsin.
City of Oshkosh 2013 and 2014 Capital Main Water Extension- Pewaukee
Improvement Projects '
° Sewer Extension-Bonduel
Detention Pond- Oshkosh
Sewer Extension-Black River
" Water Transmission Main-Suamico
Water Main-Crivitz
� Water Main-Two Rivers
� Sanitary Sewer Relocation-Green Bay
� Sanitary Sewer/WWTP-Suamico
Sanitary Sewer Interceptor-Manitowoc
� Kiwanis Park Sewer Relay-Sheboygan
Sewage Force Main-Manitowoc
Wastewater Treatment Plant Expansion-
� Waupaca Storm Sewer-Manitowoc
Session Street Sewer Expansion-Waupaca Sanitary Sewer and Sewage Force Mains-
Mishicot
Water Main and Sanitary Sewer-Darlington
Sanitary Sewer-Hobart _
' Storm Sewer-Sister Bay
Sanitary Sewer Relay-Juneau
� Sanitary Sewer, Water and Stormwater Water Main Extension-Madison
Pipelines-Oconto Falls
" Water Main Extension-Sussex
Sanitary Sewer Interceptor and Lift Station-
Belleville Water Main Replacement-Waukesha
Sanitary Sewer- Algoma Transmission Main-Fond du Lac
Pump Station and Utility Lines-Waterford Water System Improvements-Fond du Lac
Sanitary Sewer Reconstruction-Wind Lake Force Main-Rubicon
� ��i.
State/County/City Roadway Projects
Project Experience
F 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.
_ _ __ _
Roadway Construction State Highway 59 Reconstruction
CTH K Roadway Settlement Analysis
Town of Hartford, Wisconsin Waukesha, Wisconsin
S�H 145 Road Reconstruction Proposed Roadway Reconstruction
Richfield, Wisconsin Waukesha South By-pass
Waukesha County, Wisconsin
STH 164 Reconstruction (I-43 to STH 59) CTH N
Wisconsin Outagamie County, Wisconsin
I-94/CTH K Libal Street
* Racine, Wisconsin Village ofi Allouez, Wisconsin
County Highway X Holland Road/Kelbe Drive
Waupaca County, Wisconsin Village of Little Chute, Wisconsin
County Highway W County Highway OK
Menominee County, Wisconsin Sheboygan County, Wisconsin
Lake Street Tayco Street
Town of Menasha, Wisconsin City of Menasha, Wisconsi❑
Manitowoc Road Reconstruction Highways 42/57 Frontage Road
Menasha; Wisconsin Sturgeon Bay, Wisconsin
Fond du Lac County Roadway Projects
��i
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
a ��i,
Renewable and Alternate �nergy
Project Experience
Professional Service Industries, Inc. (PSI)has provided professional consulting
services for numerous renewable energy projects such as wind and ethanol projects.
The services provided have ranged from geotechnical engineering, subsurface drilling,
field and laboratory testing, construction materials/quality assurance testing, and
engineering analysis. Listed below are projects PSI has had the privilege of providing
one or more of the services listed above.
� Rosendale Dairy- Bio Digesters Western Wisconsin Renewable Energy
Fond du Lac County, Wisconsin Coop Boyceville, Wisconsin
° Proposed Forward Wind Project Milton Ethanol
,
Dodge County, Wisconsin Milton, Wisconsin
� Sleeping Bear Wind Farm Didion Ethanol Plant
�
Woodward, Oklahoma Cambria, Wisconsin
� Crescent Ridge II Wind Farm Arena Ethanol Plant
,� Tiskilwa, Illinois Arena, Wisconsin
�" Lancaster Wind Farm Bungee Milling — Bio Diesel Facility
� Lancaster, Illinois Danville, Illinois
� Sublet Wind Farm Rail — Splitter Wind Farm
Sublet, Illinois Lincoln County, IL
" South Campus Wind Turbines
Urbana, Illinois
United Wisconsin Grain Producers, Inc.
Friesland, WI
��i,.
�.
�' PSI's collective Wisconsin staff numbers approximately one hundred (100) personnel during
peak season, including seventeen (16) professional engineers, EITs, and professional
r�' geologists, and approximately thirty four (34) 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 a senior principal engineers in our
'� firm.
�.
David Barndt, P.E. Senior Vice President
�' Matthew Henderson, P.E. Vice-President
�, James M. Becco, P.E., Region Manager
�
Daniel B. Anderson, P.E., Waukesha Construction Services Department Manager
�, The resumes of these principal 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 principal
�, 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 Appleton, Wisconsin
�, David Barndt, P.E. Matt Henderson, P.E., Vice President
�, Matt Henderson, P.E. Patrick Bray, Branch Manager
Jim Becco, P.E.
�, Dan Anderson, P.E. Chippewa Falls, Wisconsin
�. Pat Patterson, P.E., P.G. Matt Henderson, P.E., Vice President
Ted Cera, P.E. Jeff Manninen, Branch Manager
� Brad Broback, P.E.
.- Shelley Hildebrandt, P.G. Ripon, Wisconsin
Mike Rehfeldt, Geologist. Matt Henderson, P.E., Vice President
�, Jeff Fischer, Branch Manager
,. Brian Youngwirth, Geologist
,�, Green Bav, Wisconsin
�. IVlatt Henderson, P.E., Vice President
Cody Williquette, Engineer
�,
�
�
�.
�
N�� e
.�
ORGANIZATIONAL CHART FOR PROJECT ADMINISTRATION AND
IMPLEMENTATIONS FOR CITY OF OSHKOSH PROJECTS
CITY OF OSHKOSH
Matt Henderson, P.E., V.P.
Senior Consultation
Jeff Fischer, Branch Manager
� Branch Manager
Ripon, Wisconsin
Senior Engineer Senior Engineer
Technicians Technicians Karen Powers
Davis Voights Adam Martin Laboratory Testing Services
Brian Youngwirth Dominic Dewitt
N�.'.
David M. Barndt, PE
Vice President
Pewaukee, Wisconsin
Year started with PSI: 1981
Years experience with other firms: 20
Education
• Bachelor of Science in Civil Engineering, University of Wisconsin, 1980
Certifications/Registrations/Technical Training
. Principles of Geotechnical Engineering, PSI, 1999
• Property Condition Assessment, PSI, 1998
• Specialty Geotechnical Construction, University of Wisconsin, 1998
• Deep Foundation Design, PSI 1996
• Design/Construction Of Slabs_On_Grade, American ConcreteJnstitute, 1995
• Phase II Environmental Site Assessment, Field Methods, PSI, 1989, 1995
• Shallow Foundation Design, PSI, 1995
• Phase I Environmental Site Assessment, PSI, 1989, 1993
• Radiation Safety, Officer/Instructor, PSI, 1990
• Asphalt Pavement Design, University of Wisconsin, 1990
• Nondestructive Testing of Concrete, University of Wisconsin, 1988
• Inspection of Steel Structures, University of Wisconsin, 1987
• Professional Engineer, #E24798, Wisconsin, 1987
• Wisconsin Certified Site Assessor
• Certified Environmental Professional
Affiliations/Memberships
• American Concrete Institute (ACI), Secretary/Treasurer, 1990-1993
• American Society of Civil Engineers (ASCE)
_ • American Welding Society (AWS)
• Wisconsin Society of Professional Engineers (WSPE)
Professional Experience
Mr. Barndt is Vice President of PSI's Pewaukee, Wisconsin office. He has more than
20 years of experience in geotechnical engineering, construction materials testing, and
environmental consulting. Mr. Barndt has extensive knowledge of subsurface conditions
and construction practices in Southeastern Wisconsin which has enabled him to serve as
senior consultant during foundation and building construction on a wide variety of
projects. He also has extensive experience performing and overseeing testing and
inspection of structural steel including welding procedure and operator qualification,
fabrication inspection, and nondestructive testing. He has worked on a variety of
geotechnical and construction materials testing projects including high-rise structures,
sports facilities, hotels, industrial facilities, shopping centers, warehouses,
communication towers, hospitals, medical facilities, water/wastewater treatment
facilities, prisons, and airports. Mr. Barndt serves PSI as principal client contact, project
manager, and senior author on major construction projects in the Milwaukee area.
File Name:BamdtD.doc
Revised:03/2010
David M. Barndt, PE
Vice President
Pewaukee, Wisconsin
Page 2 of 5
Representative Construction Inspection and Testing Project Experience
• Bradley Sports and Entertainment Center; Milwaukee, Wisconsin — Project manager
and principle engineer for construction inspection and testing for the new sports
complex, home of the Milwaukee Bucks. Services included inspection of deep pile
foundation system, concrete, soil testing, and shop/field inspection of structural
steel. Structural steel was fabricated in plants in the USA and Canada. Inspection
program incorporating the requirements of the American Welding Society was
developed for plants in Canada where fabrication is performed under the Canadian
Welding Bureau (CWB).
• Miller Park; Milwaukee, Wisconsin — Principle engineer for inspection and testing of
deep foundation system for Miller Park, home of the Milwaukee Brewers. The
foundation system ineluded the installation of over 2,000 tapered piles and hundreds
' of drilled shafts, which were socketed into bedrock to resist uplift forces induced by
the retractable roof. Crosshole Sonic Logging was performed to evaluate the quality
of concrete within the drilled piers.
• Midwest Express Center; Milwaukee, Wisconsin - Senior project manager and
principle engineer of construction testing and inspection for construction of a
convention center. Inspected installation of deep foundation system, directed onsite
` and laboratory concrete quality control and testing, soil inspection and compaction
testing, comprehensive shop and field inspection, and nondestructive testing of
structural steel.
-° • Milwaukee Metropolitan Sewage District; Wisconsin — Project manager and principle
engineer on multiple projects in support of the Deep Tunnel project over a ten-year
period, through the Program Management office. Provided services on numerous
projects at the Jones Island W1NTP, and the South Shore W1NTP, as well as several
deep tunnel projects within the Milwaukee metropolitan area. Performed
comprehensive onsite and laboratory concrete quality control and testing, soil
inspection and compaction testing services, and complete geotechnical consulting.
• Milwaukee County Medical Complex (MCMC); Wisconsin — Project manager and
principle engineer on numerous large projects on the MCMC grounds including the
bridge building, ambulatory care center, Froedtert Hospital Cancer Center, East
Clinic addition and parking structure, Children's Hospital and the new Froedtert
United Dynacare building. Aiso involved with numerous projects at the complex's
- power plant. Inspected installation of numerous shallow and deep foundations,
directed onsite and laboratory concrete quality control and testing; directed steel
reinforcing and soil compaction testing services; directed quality control testing of
asphalt, and concrete pavements.
Representative Quality Control/Quality Assurance Project Experience
. Milwaukee County Medical Complex (MCMC); Wisconsin — Project
manager/principle engineer on numerous large projects on county medical complex
grounds including the bridge building, ambulatory care center, Froedtert Hospital
Cancer Center, East Clinic addition and parking structure, Children's Hospital, and
the new Froedtert United Dynacare building. Also been involved with numerous
File Name:BarndtD.doc
Revised:03/2010
David M. Barndt, PE
Vice President
Pewaukee, Wisconsin
Page 3 of 5
projects at the Medical Complex Power Plant. Inspected installation of numerous
shallow and deep foundations, directed onsite and laboratory concrete quality
control and testing, directed steel reinforcing and soil compaction testing services,
directed quality control testing of asphalt and concrete pavements, and performed
complete geotechnical investigations.
• Milwaukee County International Airport; Wisconsin — Principle engineer on
numerous projects including the airport parking structure and concourse C, D, and E
expansions, as well as numerous runway and taxiway upgrade and expansion
projects. Inspected installation of foundations, directed onsite and laboratory
' concrete quality control and testing, directed steel reinforcing and soil compaction
testing services, directed quality control testing of asphalt and concrete pavements,
- and performed complete geotechnical investigations. - -
Representative Geotechnical Engineering and Drilling Services Project
Experience
• St. Luke's Medical Center; Milwaukee, Wisconsin — Principle engineer for multiple
projects including an eight-story outpatient addition, a 14-story Knisely Tower, a
Gamma Knife addition, and a multi-level parking structure. Provided comprehensive
geotechnical investigations and construction inspection and testing services.
• Milwaukee Metropolitan Sewage District (MMSD), Headquarters and Lab Buildings;
Wisconsin — Principle engineer for the MMSD's new headquarters and laboratory
buildings. PerFormed comprehensive geotechnical investigation and pile testing
program to establish pile driving criteria.
• Aurora Health Care Center; Pewaukee, Wisconsin — Project manager and principle
4 engineer for the construction of new hospital facility. Conducted comprehensive
geotechnical investigation and provided inspection and testing services during
construction.
• Froedtert Lutheran Memorial Hospital, United Dynacare Laboratory Building;
Milwaukee, Wisconsin — Principle engineer for the geotechnical investigation and
subsequent construction inspection and testing on this project. Due to the
subsurface conditions and site constraints, several foundation types were required
for this building including continuous wall and spread footings on both natural soils
and engineered fill and deep foundations designed to bear upon natural soils and
bedrock which underlie portions of building area.
• Milwaukee County House of Corrections; Franklin, Wisconsin — Principle engineer
for the geotechnical investigation and subsequent construction inspection of a multi-
level, 600-bed addition.
Representative Pavement Evaluation and Consulting Project Experience
• Milwaukee County Department of Public Works; Wisconsin — Project manager and
principle engineer on numerous projects over the past 15 years. Typical projects
range from small reconstruction projects within the County's park system to large-
scale projects such as the reconstruction of two miles of Lincoln Memorial Drive
File Name:BarndtD.doc
Revised:03/2010
David M. Barndt, PE
Vice President
Pewaukee, Wisconsin
Page 4 of 5
along Lake Michigan. Services provided include pavement analysis of parking lots
and roadways and geotechnical investigations with pavement design and
construction recommendations.
• US-18; Grant County, Wisconsin — Project manager for geotechnical investigation of
a 15-mile section of US-18. Recommendations were provided for pavement
reconstruction and construction of cut slopes and embankments, as well as for the
replacement of several structures within the project limits.
Representative Asbestos Project Experience
• Housing Authority of the City of Milwaukee; Wisconsin — Served as project manager
and principle engineer on numerous projects for the Authority over the past eight
years. Projects ranged-from small inspection and assessment projects, planned
renovations or maintenance activities, to large-scale projects such as the abatement
project design and management for the demolition of large buildings or complexes.
• Marquette University; Milwaukee, Wisconsin — Served as principle engineer for the
abatement of the former YMCA building adjacent to the Marquette campus. The
project involved the selective abatement of asbestos-containing materials for the
renovation of the 18-story tower for resident housing. The abatement plan included
numerous engineering controls and a detailed monitoring program as abatement
occurred while the building was occupied.
• Kenosha Unified School District No. 1; Wisconsin — Served as principle engineer on
asbestos related issues for the District since 1988. Projects have included
performing asbestos inspections on school owned properties, preparation of project
designs and project management, air sampling, and analysis during abatement.
• Federal Bureau of Prisons, Oxford Correctional Institution; Oxford, Wisconsin —
Served as the principle engineer for the asbestos inspection and preparation of
management plans. The project also included the development of a comprehensive
� asbestos management computer database system.
Representative Environmental Assessment/Remediation Project Experience
• Clark Square Redevelopment - Served as project manager and principle engineer
during development of the project that involved the redevelopment of a fo.ur city
block parcel. A total of 20 underground storage tanks with numerous contaminate
� plumes were removed from the property. Several remedial technologies were
utilized to remediate the site and obtain closure.
• Froedtert Medical Clinic - Served as project manager responsible for the
environmental investigation and remedial design and management for
redevelopment of the site. The project included removal and off-site treatment of
over 6,000 yards of contaminated soils and the remediation of groundwater through
natural attenuation.
• State Fair Union 76 - Served as project manager and principle engineer responsible
for the environmental investigation and remedial design and management of an
operating service station. The remedial plan included removal and off-site treatment
File Name:BarndtD.doc
Revised:03/2010
David M. Barndt, PE
Vice President
Pewaukee, Wisconsin
Page 5 of 5
of soils, and installation of a soil vapor extraction system to remediate inaccessible
soils adjacent to buildings and within right-of-ways.
• Milwaukee County; Wisconsin - Served as project manager and principle engineer
on numerous projects. Projects have included initial Phase I environmental and
asbestos assessments in relation to property transfers or acquisitions through
comprehensive remedial investigations, design and management for building
demolition, and redevelopment projects.
File Name:BarndtD.doc
Revised:03/2010
Summary of Qualifications
Professional Service Industries, Inc.
Matthew A. Henderson, P.E.
'° Vice President
Education and Specia! Training
Michigan Technological University, Houghton, Michigan; B.S., Civil Engineering, 1980.
Continuing Education and Short Courses
Environmental:
"Forty Hour- 29 CFR 1910 Training Course", National Water WeIL _ _ .
. Association.
"Eight Hour Supervisory Training CFR 1910 Course", Professional Service Industries,
� I nc.
"Limiting Your Environmental Liability in Real Estate Transfers" by Wisconsin State Bar
" and Federation of Environmental Technologists.
Geotechnical and Maferials:
"Principles of Geotechnical Engineering", PSI, lnc.
"Principles of Concrete Technology", PSI, Inc.
"Principles of Asphalt Technology", PSI, Inc.
"Soil Stabilization Techniques", National Lime Association.
"The pressuremeter and the evaluation of ground engineering properties", Dr. Louis
Briaud
`Earth Retaining Structures, Selection, Design, Construction and Inspection", ASCE
Professional Registrations and Affiliations
Registered Professional Engineer in: Illinois, Missouri, and Wisconsin.
� Advisory Board Member, College of Technical Careers, Construction Technology
Program, Southern Illinois University, Carbondale, Illinois.
Advisory Baard Member, College of Engineering and Technology, Civil Engineering
Technology Program, Southem Illinois University, Carbondale, Illinois.
Experience and Background
Professional Service Industries, Inc., Waukesha Wisconsin, April 1 2014, to present.
Vice President responsible for managing operations in Waukesha, Ripon, Menasha,
Green Bay and Chippewa Falls, Wisconsin.
Midwest Engineering Services, Inc. Waukesha, WI, April 1989 to March 2014: Vice
President of Firm, and Principal Engineer, responsible f�r managing daily operations
and involved in the planning and implementation of company affairs. Technical
activities include the planning and implementation of hydrogeological studies performed
for company and other consultants' projects; plans and coordinates geotechnical
explorations} and performs the analysis and evaluation of various foundation systems,
retaining wall structures, and earthen embankment and slape stability analysis.
� Summary of Qualifications
� Matthew A. Henderson, P.E.
Principal of Firm
Page 2
Environmental activities include Phase I environmental site assessments, underground
storage tank removal assessments, and related subsurFace soil and groundwater
studies.
" Professional Service Industries, Inc., Carbondale, Illinois, 1981 to 1989: Engineer in
charge of the overall technical, administrative, and management activities for the
Branch operation. Technical work included geotechnical projects for over 600
� foundation studies and evaluations for buildings, roadways and pavements, and the
design of 17 earthen embankments and retaining structures for which slope stability
analyses were required. Directed, supervised, and perFormed the subsurFace field
investigations and gr�undwater monitoring installations for environmental projects in the
Illinois, Indiana, Missouri, and Kentucky region; this included PVC, stainless steel, and
teflon well materials, by a variety of soil drilling and rock coring techniques, including air
and mud rotary, and conventionaLhollow stem augering, to depths of up_10 150 feet, for
well casing diameters of up to eight inches. Performed subsurface investigations for
river and lake off-shore projects by barge-mounted drilling equipment. Developed and
implemented the construction quality control programs for over 500 projects in the
region, including spread footing, caisson, and piling installation monitoring, structural
steel erection and welding inspection, and soil, concrete, asphalt, and fireproofing
testing and inspection. In the later years, assisted the branch managers in other PSI,
Inc. offices in the planning and implementation of ge�technical and construction quality
control activities.
Southern Illinois University, Carbondale, Illinois, 1984 to 1986: Instructor of
undergraduate Soil Mechanics courses, in addition to employment with PSI, Inc. Served
in an advisory capacity on various Boards with the university.
PROFESSIONAL RESUME
JEFFREY L. FISCHER
BRANCH MANAGER
RIPON,WISCONSIN
EDUCATION/SPECIAL TRAINING
Bachelor of Science, Geology;University of Wisconsin-Oshkosh
Contaminant Hydrogeology;University of Wisconsin-Milwaukee
Hazardous Waste Training—40 Hour Course;
� U.S. Department of Labor, Mine Safety and Health
Confined Space Entry Training
SCBA Certified _ - __ _ _ _ _ -- --
Nuclear Density Gauge Operation Certification
PROFESSIONAL REGISTRATIONS/AFFILIATIONS
Qualified Hydrogeologist—Wisconsin Administrative Code Chapter NR 700
PROFESSIONAL EXPERIENCE AND BACKGROUND
Mr. Fischer joined Professional Service Industries, Inc. on April 1, 2014, with the purchase of
Midwest Engineering Services, Inc. Mr. Fischer worked for 1Vlidwest Engineering Services, Inc.
when Fischer Environmental was purchased in May, 2001. He has over 20 years of
environmental experience. Mr. Fischer is currently responsible for overseeing all of the Ripon
branch operations. His duties include preparation and review of geotechnical, material
construction and environmental reports, management of technical personnel, administrative and
marketing responsibilities. Mr. Fischer has extensive experience in Chlorinated Solvent
Investigations, Phase I environmental site assessments for real estate transfers, underground
storage tank assessments, remediation planning, and monitoring and coordination of site clean-
up.
Prior to his employment at PSI, Mr. Fischer held the position of Branch Manager at MES and of
President of Fischer Environmental. His responsibilities included overall management of
technical, administrative and marketing for up to four offices in the state of Wisconsin,with over
30 professional and technical personnel. His technical and oversite activities included all aspects
of Phase I environmental site assessments, underground storage tank assessments, remediation
planning design and monitoring, surveys, geotechnical and construction testing.
Before establishing his own consulting firm, Fischer Environmental, Mr. Fischer was a
hydrogeologist and project manager for the Wisconsin Department of Natural Resources. His
primary responsibilities were to oversee the investigations, remediations, including active system
design and installation on approximately 350 solid and hazardous waste sites throughout the
State of Wisconsin. He was involved in the initial development of the Electronic Groundwater
Data Submittal System and GIS system while employed by the state of Wisconsin.
Jeffrey L. Fischer
PAGE TWO
Mr. Fischer's professional career began as a project manager in the environmental compliance
department of Waste Management, Inc. His responsibilities included field monitoring,
environmental site compliance, and regulatory involvement for six (6) solid waste land�lls in the
state of Wisconsin.
SPECIFIC PROJECT MANAGEMENT EXPERIENCE
* WIND RELATED
• Forward Wind Project,Byron, Wisconsin.
• Shirley Wind Project;Brown Counry, Wisconsin
u • Orion, Manitowoc, Wisconsin
• ATC Substations
� STATE OR GOVERMENT PROJECTS
- • University of Wisconsin-Oshkosh Parking Ramp Project, Oshkosh, Wisconsin.
• University of Wisconsin Stevens Point University Center Addition, Wisconsin
• Wisconsin Motor Vehicle Registration Facility—Fond du Lac, Wisconsin
• Drug Rehabilitation Facility Winnebago County—Department of Corrections—
Taycheeda, Wisconsin.
• Taycheeda Correctional Facility—Department of Corrections, Wisconsin
ALTER�TATI�'E FUEL PROJECTS
• Western Wisconsin Energy—Boyceville, Wisconsin
• Castle Rock Renewable Fuel LLC—Necedah, Wisconsin
• Untied Wisconsin Grain Producers LLC—Friesland, Wisconsin
• Untied Ethanol LLC—Milton, Wisconsin
• Utica Energy LLC—Utica Wisconsin
• Didion Ethanol LLC—Courtland, Wisconsin
• Valero Energy Corporation—Jefferson, Wisconsin
• Renew Energy LLC—Oshkosh, Wisconsin
ADDITIONAL PROJECTS
• Green Lake County Justice Center—Green Lake, Wisconsin
• ��Vaupaca County Correctional Facility, Wisconsin
• Columbia County Correctional Facility, Wisconsin
• Accurate Controls—Ripon, Wisconsin
• Rosendale Dairy—Rosendale,Wisconsin
• Berlin Hospital - Berlin, Wisconsin
• Divine Savior Hospital—Portage; Wisconsin
• Clearview Longterm Care Facility-Dodge County, Wisconsin
PROFESSIONAL �ZESUME
Brian Youngwirth
Hydrogeologist
Ripo�, WI Office
EDUCATION/SPECIAL TRAINING
Bachelor of Science in Hydrogeology; University of Wisconsin-Oshkosh; 1998
PROFESSIONAL REGISTRATIONS/AFFILIATIONS
Certified Hydrogeologist—State of Wisconsin
Federal Hazardous Waste Site Worker Certification—Wisconsin Safety Services, Inc.
Confined Space Entry Certified=Wisconsin Safety Services, Iric:
Site Assessor Certification—Wisconsin Department of Commerce
Tank System Remover, Cleaner Certification—Wisconsin Department of Commerce
Scientific Nuclear Density Meter Certification
CONTINUING EDUCATION/SHORT COURSES
Environmental
8-Hour Hazardous Waste (Site Assessar/Cleaner Remover), Bureau of Storage Tank Regulation
8-Hour Hazardous Waste Site Worker Refresher Training,Lindberg Compliance Services Group
Construction Material Testing
American Concrete Institute Certification-Grade 1
American Concrete Institute Strength Testing Technician
Nuclear Density Gauge Operation Training, Aguinaga Technical Services
PROFESSIONAL EXPERIENCE AND BACKGROUND
Professional Service Industries, Inc.; April 1, 2014 to Present — Mr. Youngwirth is a Seniar Project
Manager, with responsibilities including field monitoring and testing of native soils and structural fill.
Caisson installation, inspection, and documentation concrete and asphalt testing.
Midwest Engineering Services, Inc.; 2001 to April 1, 2014 —Mr. Youngwirth is a�Senior Project Manager,
with responsibilities including field monitoring and testing of native soils and structural fill. Caisson
installation, inspection, and documentation concrete and asphalt testing.
Fischer Environmental, Inc.; 1997 to 2001 - Mr. Youngwirth's duties include project management of
environmental projects and report preparation for site investigations and site closures. Technical duties
include soil and groundwater sampling, groundwater monitoring well installation and sampling, subsurface
investigations and excavations, soil characterization, and construction inspection.
� Prior to his employment at MES, Mr. Youngwirth held the position of Hydrogeologist for a consulting fi?m
where his responsibilities included soil and groundwater sampling, subsurface investigations and excavations,
soil characterization, and construction inspection.
BRIAN YOUNGWIRTH, HYDROGEOLOGIST
PAGE TWO
SPECIFIC PROJECT EXPERIENCE
• Subgrade Inspection, Caisson Installation Documentation for ATC Substation, and Materials Testing—
Forward Wind Project, Byron, Wisconsin.
• SubD ade Inspection and Materials Testing—University of Wisconsin-Oshkosh Parking Ramp Project,
Oshkosh, Wisconsin.
• Subgrade Inspection and Materials Testing—Castle Rock Renewable Fuels Project,Necedah,
Wisconsin (Fagen Engineering)
• Caisson Installation Documentation and Materials Testing- American Transmission Company
Columbia&Rio T-Line Project, Columbia County, Wisconsin: -
• Caisson Installation Documentation and Materials Testing—American Transmission Company
Howards Grove Tap Project, Howards Grove, Wisconsin.
• Subgrade Inspection and Documentation and Materials Testing—Lowes Home Center, Oshkosh,
; Wisconsin.
• Subgrade Inspection, Materials Testing, Caisson Installation Documentation, Cast In-Place Concrete
Testing—Dodge County YMCA Project, Beaver Dam, Wisconsin. _
PROFESSIONAL RESUME
DAVIS VOIGHTS
SENIOR ENGINEERING TECHNICIAN/PROJECT MANAGER
RIPON,WI
EDUCATION/SPECIAL TRAINING
Bachelor Degree in Arts in Geology with emphasis in Environmental Geochemestry; Lawrence
University, Appleton, WI; 2006
PROFESSIONAL EXPERIENCE AND BACKGROUND
Professional Service Industries, Inc.; April 1, 2014 to Present: Mr. Voights joined PSI in April of
2014 when MES was purchased. He responsibilities as a Sr. Field Technician include field
monitoring and testing of structural fill placement, foundation excavation and subgrade testing, pile
and caisson construction, cast in-place concrete, reinforcing steel placement, structural steel bolting,
masonry placement. He performs a variety of laboratory tests related to aggregate, asphalt, concrete,
mortar, grout, and soils. Mr. Voights is also responsible for conducting field investigations, project
coordination, report preparation for Phase I Site Assessments, and asbestos surveys.
Midwest Engineering Services, Inc.; 2012 to April 1, 2014: Mr. Voights joined MES in April of
2012 as a Sr. Field Technician - Responsibilities include field monitoring and testing of structural fill
placement, foundation excavation and sub�rade testing, pile and caisson construction, cast in-place
concrete, reinforcing steel placement, structural steel bolting, masonry placement. He performs a
variety of laboratory tests related to aggregate, asphalt, concrete, mortar, grout, and soils. Mr. Voights
, is also responsible for conducting field investigations, project coordination, report preparation for
Phase I Site Assessments, and asbestos surveys.
. SELECTED POWER SPECIFIC PROJECT EXPERIENCE
• Sr. Engineering Technician—Construction Quality Control Testing,New Chester Dairy- Grand
Marsh, Wisconsin
• Sr. Engineering Technician—Construction Quality Control Testing, Police Station- West Bend,
Wisconsin
• Sr. Engineering Technician—Construction Quality Control Testing, Calf Source Dairy-De Pere,
Wisconsin
• Sr. Engineering Technician—Construction Quality Control Testing,Mercury Marine Plants 4-11
and 17-Fond du Lac, Wisconsin
• Sr. Engineering Technician-Construction Quality Control Testing, Sargento-Plymouth and
Hilbert, Wisconsin
• Sr. Engineering Technician- Construction Quality Control Testing,Fox Valley Technical
College-Appleton, Wisconsin
DAVIS VOIGHTS
PAGE TWO
• Sr. Engineering Technician- Construction Quality Control Testing, EK Machine-Fall River,
Wisconsin
� Sr. Engineering Technician- Construction Quality Control Testing, Touchmark-Appleton,
Wisconsin
• Sr. Enaineering Technician- Construction Quality Control Testing, Cove Marine-Princeton,
Wisconsin
PROFESSIONAL RESUME
DOMINIC Z. DEWITT
SENIOR ENGINEERING TECHNICIAN
RrroN,�'I
EDUCATION/SPECIAL TRAINING
, • University of Wisconsin-Platteville, Platteville, WI
• Bachelor of Science in Civil Engineering, Graduation Date: December 2011
" • Emphasis: Geotechnical, Structural
�
PROFESSIONAL EXPERIENCE AND BACKGROUND
° Professional Service Industries, Inc.; April 1,2014 to Present: Mr. Dewitt joined PSI as a Sr. Field
, Technician when MES was purchased on April 1, 2014 - Responsibilities inspecting and testing
foundation subgrade soil, operating a nuclear density gauge, documenting the installation of driven
piles, helical piles, and rammed aggregate piers. He performs a variety of laboratory tests related to
_ aggregate, asphalt, concrete, mortar, grout, and soils as well as asphalt/concrete coring, serving as a
drill-rig helper. Mr. Dewitt is also responsible for conducting field investigations and is ACI certified
concrete tester-slump, air content, temperature, unit weight, compressive strength
Midwest Engineering Services,Inc.; Apri12012 to April 1, 2014: Mr. Dewitt joined MES in April
4 of 2012 as a Field Technician - Responsibilities inspecting and testing foundation subgrade soil,
operating a nuclear density gauge, documenting the installation of driven piles, helical piles, and
� rammed aggregate piers. He performs a variety of laboratory tests related to aggregate, asphalt,
concrete, mortar, grout, and soils as well as asphalt/concrete coring, serving as a drill-rig helper. Mr.
Dewitt is also responsible for conducting field investigations and is ACI certified concrete tester-
° slump, air content,temperature, unit weight, compressive strength
� Rock Removal Resources.; Summer of 2008: Operated heavy equipment (skid loader, pay loader,
roller).
ACCOMPLISHMENTS
� Passed Fundamentals of Engineering Eaam (FE) —Spring 2011
PROFESSIONAL RESUME
ADAM T. MARTIN
FIELD TECHNICIAN
RII'ON,WISCONSIN
EDUCATION/SPECIAL TRAINING
University of Wisconsin-Madison
B.S. Civil and Environmental Engineering- 2010
---- —_ _ __ _ .... _ _
_ __ _____
„ Milwaukee Area Technical College
Associates of Science in Liberal Arts - 2005
PROFESSIONAL REGISTRATIONS/AFFILIATIONS
• Engineer-In-Training License -Wisconsin (2012)
• ACI Concrete Field Testing Technician- Grade 1 Certified (2006)
� • AutoCAD 2014 utilizing x-ref, blocks, pen tables, plot styles, specified CAD standards,
etc.
PROFESSIONAL EXPERIENCE AND BACKGROUND
GEITS Global—Technical Drafter/Designer(April-May 2014): Lead construction and design
proposals for renewable, reusable, and recyclable energy projects with Au-toCAD 2014 for
duration of project with limited supervision. Configured solar panel designs on water basins
providing energy for municipalities
� Tres Rios Consulting Engineers, Inc - Engineer Intern (2007): managed two water utility
project designs to remove arsenic and fluoride concentrations from water with use of AutoCAD
2007,produced cost estimates and project bids on forthcoming projects. Produced preliminary to
final designs of projects with direct communication of senior engineers
Advance Testing Co. - Civil Engineer Co-op (2006): Tested construction sites for varied
_ concrete, soil, and asphalt specifications. Site supervision of concrete and asphalt pours, soil
compaction tests with Troxler nuclear density gauge, conducted tests in accordance with ASTM
specifications. Established lab analysis and tests on: soil gradations, cured concrete samples, and
steel rebar for accurate representation of field test results
Professional Sen�ice Industires, Inc.; March 9th,2015: Mr. Martin recently joined PSI in March of
2015 as a Field Technician - Responsibilities include field monitoring and testing of structural fill
placement, foundation excavation and subgrade testing, pile and caisson construction, cast in-place
concrete, reinforcing steel placement, structural steel bolting, masonry placement. He performs a
variety of laboratory tests related to aggregate, asphalt, concrete, mortar, grout, and soils. Mr. Martin
Adam T. Martin
PAGE TWO
is also responsible for conducting field investigations, project coordination, report preparation for
Phase I Site Assessments, and asbestos surveys.
SPECIFIC PROJECT EXPERIENCE
` ACADEMIC DESIGN PROJECTS
• Wastewater Treatment Plant Prototype: Wastewater Treatment Plant(Beloit, WI)
desib ed with new treatment processes. Utilized AutoGAD for designing: - -
transportation, landscape, structural, and pump layout
� Water Pump Design: Restructured 3 Water Pump Stations exercising AutoCAD's
dynamic architectural tools to provide new disinfection method of ultraviolet lamps
x • Emergency Eyewash and Shower Equipment Analysis: Comprehensive literature
submitted to the American Society of Plumbing Engineers to discover more effective
methods to treat chemical burns
PROFESSIDNAL RESUME
Karen Powers
AutoCAD drafter
Ripon, WI Office
EDUCATION/SPECIAL TRAINING
Associates Degree, Civil Engineering and Architectural Design,Moraine Park Technical College
PROFESSIONAL REGISTRATIONS/AFFILIATIONS
" ACI Concrete field testing Technician
_ ----__ _ _ ___
Scientific Nuclear Density Meter Certification
I�ROFESSIONAL EXPERIENCE AND BACKGROUND
Karen Powers joined Professional Service Industries, Inc. on April 1, 2014 with the purchase of
MES. Karen Powers worked Midwest Engineering Services, Inc. from May 2001 to April l, 2014,
bringina with her over 10 years of AutoCAD drafting, and field surveying experience. Mrs. Power's
duties include all drafting for both environmental and geotechnical projects. Technical duties
include field surveying, construction staking, survey computations and site layouts. She also is soils
lab technician assistant.
Prior to her employment at PSI and MES, Mrs. Powers held the position of AutoCAD drafter for a
consulting firm where her responsibilities included all drafting for both environmental and survey
projects and emergency construction inspection and testing.
� PROPOSAL COST BREAKDOWN
CONSTRUCTION MATERIALS TESTING
2015 CAPITAL IMPROVEMENT PROGRAM
ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTfiL
QTY.
1. Roundtrip Charge Each 160 $ 35.00 $ 5,600.00
2. Field Time Hour 1,000 $ 37.50 $ 37,500.00
_ _ _
3. Equipment Rental Hour 1,000 $ 2.50 $ 2,500.00
4. Vehicle Rental Hour 1,000 $ 3.50 $ 3,500.00
5. Sieve Analysis of Aggregate Each 15 $ 50.00 $ 750.00
, 6. Modified Proctor Density Test
(aggregate) Eadi 10 $ 150.00 $ 1,500.00
5. Trench Backfill Testing Reports Each 20 $ 85.00 $ 1,700.00
7. Engineer Consultation Hour 15 $ 92.50 $ 1,387.50
8. Project Manager Hour 70 $ 72.50 $ 5,075.00
TOTAL $ 59,512.50 _
RESPONSE TIME TO SITE 0.5 l�ours
N�� �
� N�; Inforfnation
/r �To Build On
Engineering • Consulting • Testing
March 5, 2015
Mr. Peter Gulbronson
Department of Public Works
215 Church Avenue
P.O. Box 1130
Oshkosh, WI 54903-1130
Subject: Proposal for 2015 Capital improvement Program
Construction Materials Testing - City of Oshkosh
Oshkosh, Wisconsin
PSI Proposal_No. 146102 __
Dear Mr. Gulbronson,
, Professional Service Industries, Inc. (PSI) is pleased to submit this proposal to perform the
construction materials testing services associated with the 2015 Capital Improvement
Program. This submittal is in response to your Request for Proposal (RFP), sent on February
26, 2015. We believe that this submittal will demonstrate that our firm is well suited for this
project.
, PSI sincerely appreciates this opportunity to present our firm's qualifications and estimated fee
for this project, and will commit the personnel and resources necessary to provide the
professional, economical, and timely service that you expect. We have offices in Ripon and
Menasha, both of which are in close proximity to your projects. In addition, we have
experienced fiield/professional staff that live in Oshkosh and will be able to respond quickly to
the needs of the project. We look forward to working with you on these projects.
If you have any questions regarding this submittal, please contact me at your convenience.
Sincerely,
�
,� �,
rofessional Service Industries, Inc. (PSI)
Jeffrey L. Fischer
Branch Manager
-.__
Professional Service Industries, Inc. (PSI)
Matthew A. Henderson, P.E.
Vice President
Professional Service Industries,Inc.•608 North Stanton Street•Ripon,WI 54971 •Phone 920/745-2200•Fau 920/745-2222
RECEIVED
MAR 27 2015
Professional Service Industries, Inc.
CONSTRUCTION TESTING AND ENGINEERING FEES STANDARD FEE SCHEDUIIEt��O .3 pUBL1C WORKS
OSHKOSH, WISCONSIN
ENGINEERING SERVICES
Engineering services for on-site monitoring and evaluation, construction materials testing, job site meetings, report
preparation and review, and consultation.
Staff Engineer or Geologist $75.00/Hour Principal Engineer $100.00/Hour
Project Engineer or Geologist $85.00/Hour Principal of Firm $110.00/Hour
Administrative $25.00/Hour
FIELD TESTING SERVICES
Technical services for on-site monitoring and testing of materials for earthwork, foundations, concrete, masonry, structural
steel,fireproofing, roofing, and pavement construction.
Engineering Technician $37.50/Hour Nuclear Density Gauge $2.50/Hour
Engineering Technician II $42.50/Hour Floor Flatness Gauge $75.00/Day
Senior Engineering Technician $50.00/Hour Windsor Probe $50.00/Day+Probe
Structural Technician $65.00/Hour Concrete Cylinder Molds $30.00/box(20)
Trip Charge $3.50/Hour
LABORATORY TESTING SERVICES
Concrete Compression Test Moisture Content $5.50/Each
cylinder cast by PSI $11.00/Each Density with Moisture Content $28.00/Each
cylinder cast by other $15.00/Each Organic Content(Loss on Ignition) $28.00/Each
trimming Charges $5.00/Each Percent Finer No. 200 $30.00/Each
Concrete Core Compression test $30.00/Each Grain size-Mechanical $50.00/Each
Aggregate Sieve Analysis $50.00/Each Grain size-Hydrometer $75.00/Each
Mortar Cube Compression Test $12.00/Each Atterberg Limits $50.00/Each
Grout Cylinder Compression Test $12.00/Each Standard Proctor $125.00/Each
CMU Compression Test $30.00/Each Modified Proctor $150.00/Each
Asphalt Core Density $25.00/Each California Bearing Ratio $250.00/Each
MTSG Test $50.00/Each Permeability, Granular Soil $200.00/Each
Asphalt Extraction/Gradation $150.00/Each Permeability, Cohesive Soil $225.00/Each
Marshall Density Test $150.00/Each Sample Prep/Remolding $30.00/Each
REMARKS - Personnel charges will be based on a portal-to-portal basis; a minimum charge of 3 hours will apply for all
Field Testing Services. One (1) day advance scheduling is requested for all field testing services; same-day scheduling
will be subject to a premium rate of 1.3 times the standard rate. Project Engineer for contract administration, scheduling,
report review and consultation will be charged to all reports at a minimum rate of one half hour per report. An overtime
multiplier of 1.5 will be used for services performed on Saturday, Sunday or holidays;for work scheduled outside the hours
of 7:30 a.m.to 5:00 p.m.;or for more than eight(8)hours per day.
The above prices include up to four (4) copies of the report distributed as requested. Payment for invoices will be due
within 15 days of receipt of invoice. Interest will be added at a rate of 1 1/2% per month of delinquency. Proposal
estimates and verbal quotations will remain valid for 60 days, at which time they may be subject to change or withdrawal.
F:\CT�MARKETCTFS08a.DOC
'4�^ � CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI�
� 04/13/2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,ce�tain poficies may r .�u'Lre�d,rl,�en�o�sement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER _ CONTACT
Marsh USA Inc.� '� E'
445 South Street,Suite 2100 p,p R �,3 �.°"E , F''"
ac No:
Momstown,NY 07962-1966m ppo�es 'S
Attn:Philadelphia.Certs@Marsh.com Fax:212-948-0360 ��., •
T pF PU$ INSURER S AFFORDING COVERAGE NAIC S
J19623--15-16 DEP �SK+W iNSURerta;TravelersPropertyCasuallyCo.OfAmerica 25674
INSURED INSURER B:N/A NIA
PROFESSIONAL SERVICE INDUSTRIES,INC.O
608 NORTH STANTON STREETa INSUREtt C:Lexington Insurance Company 19437
RIPON,WI 54971 iNSURert o:Charter Oak Fire Insurance Company 25615
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: CLE-004232741-03 REVISION NUMBER:S
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TypE OF INSURANCE �DL SUBR pOLICY NUMBER MMIDIC�Y EFF 'POLI�Y EXP LIMITS
LTR ��
GENERAL LWBILITY EqCH OCCURRENCE y 1,000,000
A X COMMERCIAL GENERAL LIABILIN TC2JGLSA8042X73ATIL15 03/01/2015 03I01I2016 pREM SES Ea occTu ence S 1,000,000
CLAIMS-MADE �OCCUR MED EXP(Any one person) a 10,000
X PROD I COMPLETED OPS. aeRSONn�a n�v iN�uRr S 1,000,000
X CONTRACTUAL GENERAL AGGREGATE $ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPlOP AGG S 2,000,000
POLICY X PR� LOC $
A AUTOMOBILE LIABILITY TC2JCAP8042X741TILt5 03/01/2015 03/01l2016 COMBINED SINGLE LIMIT 2,000,000
Ea accident
X ANY AUTO BODILY INJURY(Per person) S
ALL OWNED SCHEDULED BODILY INJURY(Per accident) S
AUTOS NON OWNED PROPERTYDAMAGE S
HIRED AUTOS AUTOS Per accident
S
X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000
A EXCESS UAB CLAIMS-MADE ZUP-12S73876-15-NF 03/01/2015 0310112016 AGGREGATE y 2,000,000
DED X RETENTION$�0,000 a
p WORKERS COMPENSATION TC20U6824K294A15(AOS) 03/01/2015 03/01I2016 X WC STATU• OTH-
AND EMPLOYERS'LIABILITY
� ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N TRJUB8042X76515(AZ,MA,OR,WI) 03/01/2015 03I01I2O16 E.L.EACH ACCIDENT f 1,000,000
OFFICER/MEMBER EXCLUDED? � N�A
(Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000
If yes,describe under 1,000,000
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $
C PROFESSIONAL LIABILITY 020720814 03/01/2015 03/01I2016 EACH CLAIM 1,000,000
'SIR:1,000,000' AGGREGATE 1,000,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 107,Addltional Remarks Schedule,if more space is required)
RE:PSI PROJECT N0.0092312,CITY OF OSHKOSH;2015 CAPITAL IMPROVEMENT PROJECTIO
m
CITY OF OSHKOSH,AND ITS OFFICERS,COUNCIL MEMEBERS,AGENTS,EMPLOYEES AND AUTHORIZED VOLUNTEERS ARE INCLUDED AS ADDITIONAL INSURED WHERE RE�UIRED BY WRITTEN
CONTRACT,BUT ONLY TO THE EXTENT OF THEIR LIABILITY RESULTING FROM THE NEGLIGENCE OF THE INSURED AND WITH RESPECT TO SERVICES PROVIDED BY THE INSURED FOR THE
ADDITIONAL INSURED,EXCEPT FOR WORKERS COMPENSATION AND PROFESSIONAL LIABILITY.�ENERAL LIABILITY POLICY INCLUDES ADDITIONAL INSURED ENDORSEMENT FORM CG D2 46 08
05(COPY ATTACHED). NOTICE OF CANCELLATION WILL BE PROVIDED TO CERTIFICATE HOLDER.SEE ATTACHED ENDORSEMENT.
CERTIFICATE HOLDER CANCELLATION
CITY OF OSHKOSHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
ATTN:CITY CLERIm THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
215 CHURCH AVENUEO ACCORDANCE WITH THE POLICY PROVIS�ONS.
PO BOX 71130�
OSHKOSH,WI 54903-1130 AUTHORIZED REPRESEN7ATIVE
of Marsh USA Ina
Manashi Mukherjee �'Lauoo�.:� -
O 1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD
COMMERCIAL GENERAL LIABILITY
Policy Number: TC2J-GLSA-8042X73A-TIL-15 Issue Dateq 03-03-15
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
BLANKET ADDITItJNAL INSURED
{CGNTRACTC�RS}
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
1. WHO IS AN INSURED— (Sectian II) is amended c) The insurance provided to the additional in-
to include any person or organization that you sured does not apply to "bodily injury" or
agree in. a "written contract requiring insurance" "property damage" caused by "your work"
to include as an additional insured on this Cover- and included in the "products-completed op-
age Part,but: erations hazard" unless the 'Written contract
a} Only with respect to liability for"bodily injury", requiring insurance" specifically requires you
"property damage"or"personal injury"; and to provide such coverage for that additional
insured, and then the insurance provided to
b) If, and only to the extent that, the injury or the additional insured app�ies only to such
damage is caused by acts or omissions of "bodily injury" or "property damage" that oc-
you or your subcontractor in the performance curs before the end of the period of time far
of "your worlc" to which the '�nrritten contract which the "written contract requiring insur-
requiring insurance" applies. The person or ance" requires you to provide such coverage
organization does not qualify as an additional or the end of the policy period, whichever is
insured with respect to the independent acts earlier.
or omissions of such person or organization. 3. The insurance provided to the additional insured
2. The insurance provided to the additional insured by this endorsement is excess over any valid and
by this endorsement is limited as follaws: collectible "other insurance", whether primary,
a} In the event that the Limits af Insurance of excess, contingent or on any other basis, that is
this Coverage Part shown in the Declarations available to the additional insured for a loss we
exceed the limits of liability reyuired by the cover under this endorsement. However, if the
'1n�ritten contract requiring insurance", the in- "vvritten contract requiring insurance" specifically
surance provided to the additional insured requires that this insurance apply on a primary
shall be limited to the limits of liability re- basis or a primary and non-contributary basis,
yuired by that '�rvritten contract requiring in- this insurance is primary to "other insurance"
surance". This endorsement shall not in- available to the additional insured which covers
crease the limits of insurance described in that person or organization as a named insured
Section III— Limits Of Insurance. for suoh loss, and we will not share with that
b} The insurance provided to the additional in- "other insurance". But the insurance provided to
�� �� the additional insured by this endorsement still is
sured does not apply to bodily injury", prop- �xcess over any valid and collectible "other in-
erty damage" or "personal injury" arising out surance", whether primary, excess, contingent or
of the rendering of, or failure to render, any on any other basis, that is available to the addi-
professional architectural, engineering or sur- tional insured when that person ar organization is
veying services, including: an additional insured under such "other insur-
i. The preparing, approving, or failing to ance".
prepare or approve, maps, shop draw- q, As a condition of coverage provided to the
ings, opinions, reports, surveys, field or- additional insured by this endorsement:
ders or change orders, or the preparing,
approving, or fai►ing to prepare or ap- a} The additional insured must give us written
prove, drawings and specifications; and notice as soan as practicable of an "occur-
rence" or an offense which may result in a
ii. Supervisory, inspection, architectural or claim. To the extent possible, such notice
engineering activities. should include:
CG D2 46 08 05 �20Q5 The St. Paul Travelers Companies, Inc. Page 1 of 2
COMMERCIAL GENERAL LIABILITY
i. How, when and where ihe "occurrence" any provider af"other insurance"which would
or offense took place; cover the additional insured for a loss we
ii. The names and addresses of any injured cover under this endorsement. However, this
persons and witnesses; and condition does not affect whether the insur-
ance provided to the additional insured by
iii. The nature and location of any injury or this endorsement is primary to "other insur-
damage arising out of the "occurrence"or ance" available to the additional insured
offense. which covers that person or organization as a
b) If a claim is made or"suit" is brought against named insured as described in paragraph 3.
the additional insured, the additional insured above.
must: 5. The following definition is added to SECTION V.
i. Immediately record the speeifics of the — DEFINITIONS:
claim ar"suit"and the date received; and "Written contract requiring insurance" means
ii. Notify us as soon as practicable. that part af any written contract or agreement
under which you are required to include a
The additional insured must see to it that�we person or organization as an additional in-
receive written notice of the claim or suit as sured on this Coverage Part, provided that
soon as practicable. the "bodily injury" and "property damage" ao-
c) The additional insured must immediately curs and the "personal injury" is caused by an
send us copies of all legal papers received in offense committed:
connection with the claim or "suit", cooperate a. After the signing and execution of the
with us in the investigation or settlement of contract or agreement by you;
the claim or defense against the "suit", and
otherwise comply with all policy conditions. b. While that part of the contract or
d) The additional insured must tender the de- agreement is in effect; and
fense and indemnity of any claim or "suiY' to c. Before the end of the policy periad.
Page 2 of 2 O 20Q5 The St. Paul Travelers Companies,lnc. CG D2 46 08 05
��
POLICY NUMBER:TC2�-GL5A-8042XT3A-TIL-15 ISSUE DATE: 03-1 1-15
THIS ENDQRSEIIAENT CHANGES THE PQLIGY. PLEASE READ IT CAREFULLY.
DESIGNATED ENTITY - N�3TICE 4F
CANCELLATIQN PRQVIDEQ BY US
This endorsement modifies insurance provided under the following:
ALL GOVERAGE PARTS INCLUDED IN THIS P�LICY
SCHEDULE
CANGELIATION: Number of Days Notioe of Cancellation: 30
PERSON OR
ORGANIZATION:
Any person or organization to whom you have agreed in a written
oontract that notice of cancellation of this poticy wi11 be given,
t�u t on 1 y i f:
1 . You send us a written request to provide such notice, including
the name and address of such person or organization� after the
first Named Insured receives notice from us of the cancellation
of this policy; and
2. We reoeive such written request at least 14 days before the
= beginning of the appticable numt�er of days shown in this
��
endorsement.
o�
o°
o�
o= ADDRE3S:
o� The address for that person or organization included in such written
o_ request from you to us.
o=
o�
m
�=
�=
o�
o�
o� �
m=
= PROVISIONS:
— If we cancel this policy for any statutorily permitted above.We will mail such notice to ihe address shown
reason other than nonpayment of premium, and a in the schedule above at least the number of days
number of days is shown for cancellation in the shown for cancellation in the schedule above before
schedule above, we will mail notice of cancellation to the effective date of cancellation.
the person or organization shown in the schedule
IL T4 05 03 11 �2011 The Travelers Indemnity Company.All righis reserved. P89G' 1 af 1
00000�