HomeMy WebLinkAboutContract 61230CSC No. 61230
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING RELATED PROFESSIONAL
SERVICES
This AGREEMENT is between the City of Fort Worth, a Texas home -rule municipality
("CITY"), and Kimley-Horn and Associates, Inc., authorized to do business in Texas,
("ENGINEER"), for a PROJECT generally described as: Fort Worth Central City Water and
Sanitary Sewer Relocations — Project No. 104484.
Article I
Scope of Services
The Scope of Services is set forth in Attachment A. Negotiated changes to this
Agreement, if any, are included in Attachment C.
Article II
Compensation
The ENGINEER's compensation shall be in the amount up to $2,448,100.00 as set
forth in Attachment B. Payment shall be considered full compensation for all labor
(including all benefits, overhead and markups), materials, supplies, and equipment
necessary to complete the Services.
Engineer shall provide monthly invoices to City. The Engineer shall provide the City
sufficient documentation, including but not limited to meeting the requirements set forth in
Attachment D to this AGREEMENT, to reasonably substantiate the invoices.
Payments for services rendered shall be made in accordance with the Texas
Prompt Payment Act (Texas Government Code Ch. 2251).
Acceptance by Engineer of said payment shall release City from all claims or
liabilities under this Agreement for anything related to, performed, or furnished in
connection with the Services for which payment is made, including any act or omission of
City in connection with such Services.
Article III
Term
Time is of the essence. Unless otherwise terminated pursuant to Article VI. D.
herein, this Agreement shall be for a term beginning upon the effective date, as described
below, and shall continue until the expiration of the funds or completion of the subject
matter contemplated herein pursuant to the schedule, whichever occurs first. Unless
specifically otherwise amended, the original term shall not exceed five years from the
original effective date.
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
Page 1 of 15 OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Article IV
Obligations of the Engineer
A. General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental thereto.
B. Standard of Care
The ENGINEER shall perform its services:
(1) with the professional skill and care ordinarily provided by competent
engineers practicing under the same or similar circumstances and
professional license; and
(2) as expeditiously as is prudent considering the ordinary professional
skill and care of a competent engineer.
C. Designation of Engineer's Personnel
(1) The ENGINEER and CITY shall agree upon the
designation of the ENGINEER's "Project Manager" prior to starting work on
contract.
(2) ENGINEER shall inform CITY in writing of a proposed
change to their designated project manager prior to making the change or
immediately upon receiving notification that the designated project manager
is separating employment with the ENGINEER.
(3) ENGINEER shall provide resumes to the CITY of the
proposed replacement project manager(s), who shall have similar
qualifications and experience as the outgoing person, for review and
approval.
D. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering
work to be performed hereunder. The ENGINEER shall also advise the
CITY concerning the results of same. Such surveys, tests, and
investigations shall be furnished by the CITY, unless otherwise
specified in Attachment A.
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
Page 2 of 15
(2) In soils, foundation, groundwater, and other subsurface investigations,
the actual characteristics may vary significantly between successive
test points and sample intervals and at locations other than where
observations, exploration, and investigations have been made.
Because of the inherent uncertainties in subsurface evaluations,
changed or unanticipated underground conditions may occur that could
affect the total PROJECT cost and/or execution. These conditions and
cost/execution effects are not the responsibility of the ENGINEER.
E. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in
ink on reproducible mylar sheets and electronic files in .pdf format, or as
otherwise approved by CITY, which shall become the property of the CITY.
CITY may use such drawings in any manner it desires; provided, however,
that the ENGINEER shall not be liable for the use of such drawings for any
project other than the PROJECT described herein.
F. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on -site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the
CITY and/or the CITY's construction contractors or other entities, and do not
relieve the construction contractors or any other entity of their obligations,
duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction work in
accordance with the contract documents and any health or safety precautions
required by such construction work. The ENGINEER and its personnel have
no authority to exercise any control over any construction contractor or other
entity or their employees in connection with their work or any health or safety
precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the progress
or quality of the completed work on the PROJECT or to determine, in general,
if the work on the PROJECT is being performed in a manner indicating that
the PROJECT, when completed, will be in accordance with the contract
documents, nor shall anything in the contract documents or this
AGREEMENT between CITY and ENGINEER be construed as requiring
ENGINEER to make exhaustive or continuous on -site inspections to discover
latent defects in the work or otherwise check the quality or quantity of the work
on the PROJECT. If the ENGINEER makes on -site observation(s) of a
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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deviation from the contract documents, the ENGINEER shall inform the CITY.
(3) When professional certification of performance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth
in the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the contract documents.
G. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance
with Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER 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 third parties; quality, type,
management, or direction of operating personnel; and other economic
and operational factors that may materially affect the ultimate PROJECT
cost or schedule. Therefore, the ENGINEER makes no warranty that
the CITY's actual PROJECT costs, financial aspects, economic
feasibility, or schedules will not vary from the ENGINEER's opinions,
analyses, projections, or estimates.
H. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations
have been made by the ENGINEER to ascertain that the construction
contractor has completed the work in exact accordance with the contract
documents; that the final work will be acceptable in all respects; that the
ENGINEER has made an examination to ascertain how or for what purpose
the construction contractor has used the moneys paid; that title to any of the
work, materials, or equipment has passed to the CITY free and clear of liens,
claims, security interests, or encumbrances; or that there are no other matters
at issue between the CITY and the construction contractor that affect the
amount that should be paid.
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others, and may not always represent
the exact location, type of various components, or exact manner in which the
PROJECT was finally constructed. The ENGINEER is not responsible for any
errors or omissions in the information from others that is incorporated into the
record drawings.
J. Business Equity Participation
City has goals for the full and equitable participation of minority business
and/or women business enterprises in City contracts greater than
$100,000. In accordance with the City's Business Equity Ordinance No.
25165-10-2021 (as codified in Chapter 20, Article X of the City's Code of
Ordinances, as amended, and any relevant policy or guidance documents),
Engineer acknowledges the MBE and WBE goals established for this
Agreement and its execution of this Agreement is Engineer's written
commitment to meet the prescribed MBE and WBE participation goals. Any
misrepresentation of facts (other than a negligent misrepresentation) and/or
the commission of fraud by the Engineer may result in the termination of this
Agreement and debarment from participating in City contracts for a period of
time of not less than three (3) years.
K. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of five (5) years
after final payment under this contract, have access to and the right to
examine and photocopy any directly pertinent books, documents, papers and
records of the ENGINEER involving transactions relating to this contract.
ENGINEER agrees that the CITY shall have access during normal working
hours to all necessary ENGINEER facilities and shall be provided adequate
and appropriate work space in order to conduct audits in compliance with the
provisions of this section. The CITY shall give ENGINEER reasonable
advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the CITY
shall, until the expiration of five (5) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that the
CITY shall have access during normal working hours to all subconsultant
facilities, and shall be provided adequate and appropriate work space, in order
to conduct audits in compliance with the provisions of this article together with
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
Page 5 of 15
subsection (3) hereof. CITY shall give subconsultant reasonable advance
notice of intended audits.
(3) ENGINEER and subconsultant agree to reproduce such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for the
cost of hard copies at the rate published in the Texas Administrative Code in
effect as of the time copying is performed.
L. INSURANCE
Engineer shall not commence work under this Agreement until it has
obtained all insurance required under Attachment F and City has approved
such insurance.
M. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant
and not as a subcontractor, agent, or employee of the CITY. The doctrine
of respondent superior shall not apply.
N. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing of
any conflicts of interest that develop subsequent to the signing of this contract
and prior to final payment under the contract.
O. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions
of the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the CITY may
request the ENGINEER to assist in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
P. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the
ENGINEER should have been aware of at the time this Agreement was
executed, the ENGINEER shall revise plans and specifications, as required,
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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at its own cost and expense. However, if design changes are required due to
the changes in the permitting authorities' published design criteria and/or
practice standards criteria which are published after the date of this
Agreement which the ENGINEER could not have been reasonably aware of,
the ENGINEER shall notify the CITY of such changes and an adjustment in
compensation will be made through an amendment to this AGREEMENT.
Q. Schedule
ENGINEER shall manage the PROJECT in accordance with the schedule
developed per Attachment D to this AGREEMENT.
Article V
Obligations of the City
A. City -Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for
the ENGINEER's performance of its services. The CITY will perform, at no
cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection
with the ENGINEER's services. The CITY will be responsible for all acts of the
CITY's personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses required
by local, state, or federal authorities; and land, easements, rights -of -way, and
access necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and
other consultants as the CITY deems appropriate; and render in writing
decisions required by the CITY in a timely manner in accordance with the
project schedule prepared in accordance with Attachment D.
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or
timing of the ENGINEER's services or of any defect in the work of the
ENGINEER or construction contractors.
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior
role in the generation, treatment, storage, or disposition of such
materials. In consideration of the associated risks that may give rise to
claims by third parties or employees of City, City hereby releases
ENGINEER from any damage or liability related to the presence of such
materials.
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous substances, contaminants, or asbestos is
a result of ENGINEER's negligence or if ENGINEER brings such
hazardous substance, contaminant or asbestos onto the project.
G. Contractor Indemnification
The CITY agrees to include in all construction contracts the provisions of
Article IV.E. regarding the ENGINEER's Personnel at the construction site,
and provisions providing for contractor indemnification of the CITY and the
ENGINEER for contractor's negligence.
H. Contractor Claims and Third -Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering services
performed. Only the CITY will be the beneficiary of any
undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third -party beneficiaries.
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third -party beneficiary rights under this Agreement.
(4) Nothing contained in this Section H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required
or requested assistance to support, prepare, document, bring, defend, or
assist in litigation undertaken or defended by the CITY. In the event CITY
requests such services of the ENGINEER, this AGREEMENT shall be
amended or a separate agreement will be negotiated between the parties.
J. Changes
The CITY may make or approve changes within the general Scope of
Services in this AGREEMENT. If such changes affect the ENGINEER's cost
of or time required for performance of the services, an equitable adjustment
will be made through an amendment to this AGREEMENT with appropriate
CITY approval.
Article VI
General Legal Provisions
A. Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon
receipt of a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of
the ENGINEER, whether in hard copy or in electronic form, are instruments
of service for this PROJECT, whether the PROJECT is completed or not.
Reuse, change, or alteration by the CITY or by others acting through or on
behalf of the CITY of any such instruments of service without the written
permission of the ENGINEER will be at the CITY's sole risk. The CITY shall
own the final designs, drawings, specifications and documents.
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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C. Force Majeure
CITY and ENGINEER shall exercise their best efforts to meet their
respective duties and obligations as set forth in this Agreement, but shall
not be held liable for any delay or omission in performance due to force
majeure or other causes beyond their reasonable control, including, but not
limited to: acts of the public enemy, fires, strikes, lockouts, natural disasters,
epidemics/pandemics, wars, riots, material or labor restrictions by any
governmental authority and/or any other similar causes.
D. Termination
(1) This AGREEMENT may be terminated
a.) by the City for its convenience upon 30 days' written notice to
ENGINEER.
b.) by either the CITY or the ENGINEER for cause if either party fails
substantially to perform through no fault of the other and the
nonperforming party does not commence correction of such
nonperformance within 5 days' written notice or thereafter fails to
diligently complete the correction.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Reasonable cost of reproduction or electronic storage of partial or
complete studies, plans, specifications or other forms of ENGINEER'S
work product;
b.) The reasonable time requirements for the ENGINEER'S personnel to
document the work underway at the time of the CITY'S termination for
convenience so that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will
submit to the CITY an itemized statement of all projected termination
expenses. The CITY'S approval shall be obtained in writing prior to
proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for
the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule,
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
Page 10 of 15
commitment and cost of the ENGINEER's personnel and subcontractors, and
ENGINEER's compensation will be made.
F. Indemnification
The ENGINEER shall indemnify or hold harmless the CITY against
liability for any damage committed by the ENGINEER or ENGINEER's
agent, consultant under contract, or another entity over which the
ENGINEER exercises control to the extent that the damage is caused by
or resulting from an act of negligence, intentional tort, intellectual
property infringement, or failure to pay a subcontractor or supplier. CITY
is entitled to recover its reasonable attorney's fees in proportion to the
ENGINEER's liability.
G. Assignment
ENGINEER shall not assign all or any part of this AGREEMENT without the
prior written consent of CITY.
H. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT,
its interpretation and performance, and any other claims related to it. The
venue for any litigation related to this AGREEMENT shall be Tarrant County,
Texas.
Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason
to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality,
or unenforceability will not affect any other provision, and this AGREEMENT
shall be construed as if such invalid, illegal, or unenforceable provision had
never been contained herein. Articles V.F., VI.B., VI.D., VI.F., VI.H., and VI.I.
shall survive termination of this AGREEMENT for any cause.
J. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State
laws and regulations and with all City ordinances and regulations which in any
way affect this AGREEMENT and the work hereunder, and shall observe and
comply with all orders, laws ordinances and regulations which may exist or
may be enacted later by governing bodies having jurisdiction or authority for
such enactment. No plea of misunderstanding or ignorance thereof shall be
considered. ENGINEER agrees to defend, indemnify and hold harmless
CITY and all of its officers, agents and employees from and against all
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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claims or liability arising out of the violation of any such order, law,
ordinance, or regulation, whether it be by itself or its employees.
K. Contract Construction/No Waiver
The parties acknowledge that each Party and, if it so chooses, its counsel,
have reviewed and revised Agreement and that the normal rule of contract
construction, to the effect that any ambiguities are to be resolved against
the drafting party, must not be employed in the interpretation of Agreement
or any amendments or exhibits hereto.
The failure of CITY or ENGINEER to insist upon the performance of any
term or provision of this Agreement or to exercise any right granted herein
shall not constitute a waiver of CITY's or ENGINEER's respective right to
insist upon appropriate performance or to assert any such right on any
future occasion.
L. Immigration Nationality Act
ENGINEER shall verify the identity and employment eligibility of its
employees who perform work under this Agreement, including completing
the Employment Eligibility Verification Form (1-9). Upon request by CITY,
ENGINEER shall provide CITY with copies of all 1-9 forms and supporting
eligibility documentation for each employee who performs work under this
Agreement. ENGINEER shall adhere to all Federal and State laws as well
as establish appropriate procedures and controls so that no services will be
performed by any ENGINEER employee who is not legally eligible to
perform such services. ENGINEER SHALL INDEMNIFY CITY AND HOLD
CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES
DUE TO VIOLATIONS OF THIS PARAGRAPH BY ENGINEER,
ENGINEER'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR
LICENSEES. CITY, upon written notice to ENGINEER, shall have the right
to immediately terminate this Agreement for violations of this provision by
ENGINEER.
M. Prohibition On Contracts With Companies Boycotting Israel
ENGINEER unless a sole proprietor, acknowledges that in accordance with
Chapter 2271 of the Texas Government Code, if ENGINEER has 10 or
more full time -employees and the contract value is $100,000 or more, the
City is prohibited from entering into a contract with a company for goods or
services unless the contract contains a written verification from the
company that it: (1) does not boycott Israel; and (2) will not boycott Israel
during the term of the contract. The terms "boycott Israel" and "company"
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
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shall have the meanings ascribed to those terms in Section 808.001 of the
Texas Government Code. By signing this contract, ENGINEER certifies
that ENGINEER'S signature provides written verification to the City
that if Chapter 2271, Texas Government Code applies, ENGINEER: (1)
does not boycott Israel; and (2) will not boycott Israel during the term
of the contract.
N. Prohibition on Boycotting Energy Companies
ENGINEER acknowledges that in accordance with Chapter 2276 of the
Texas Government Code, the CITY is prohibited from entering into a
contract for goods or services that has a value of $100,000 or more, which
will be paid wholly or partly from public funds of the City, with a company
(with 10 or more full-time employees) unless the contract contains a written
verification from the company that it: (1) does not boycott energy
companies; and (2) will not boycott energy companies during the term of
the contract. The terms "boycott energy company" and "company" have the
meaning ascribed to those terms by Chapter 2276 of the Texas Government
Code. To the extent that Chapter 2276 of the Government Code is
applicable to this Agreement, by signing this Agreement, ENGINEER
certifies that ENGINEER's signature provides written verification to
the CITY that ENGINEER: (1) does not boycott energy companies; and
(2) will not boycott energy companies during the term of this
Agreement.
O. Prohibition on Discrimination Against Firearm and Ammunition
Industries
ENGINEER acknowledges that except as otherwise provided by Chapter
2274 of the Texas Government Code, the CITY is prohibited from entering
into a contract for goods or services that has a value of $100,000 or more
which will be paid wholly or partly from public funds of the City, with a
company (with 10 or more full-time employees) unless the contract contains
a written verification from the company that it: (1) does not have a practice,
policy, guidance, or directive that discriminates against a firearm entity or
firearm trade association; and (2) will not discriminate during the term of the
contract against a firearm entity or firearm trade association. The terms
"discriminate," "firearm entity" and "firearm trade association" have the
meaning ascribed to those terms by Chapter 2274 of the Texas Government
Code. To the extent that Chapter 2274 of the Government Code is
applicable to this Agreement, by signing this Agreement, ENGINEER
certifies that ENGINEER's signature provides written verification to the
CITY that ENGINEER: (1) does not have a practice, policy, guidance, or
directive that discriminates against a firearm entity or firearm trade
association; and (2) will not discriminate against a firearm entity or
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
Page 13 of 15
firearm trade association during the term of this Agreement.
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, which supersedes all prior written or oral understandings, and may only be
changed by a written amendment executed by both parties. This AGREEMENT may be
executed in one or more counterparts and each counterpart shall, for all purposes, be
deemed an original, but all such counterparts shall together constitute but one and the
same instrument.
The following attachments and schedules are hereby made a part of this AGREEMENT:
Attachment A - Scope of Services
Attachment B - Compensation
Attachment C - Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map
Attachment F — Insurance Requirements
City of Fort Worth, Texas FWCC Water & Sanitary Sewer Relocation
Standard Agreement for Engineering Related Design Services CPN 104484
Revised Date: 12-08-2023
Page 14 of 15
Duly executed by each party's designated representative to be effective on the date
subscribed by the City's designated Assistant City Manager.
BY:
CITY OF FORT WORTH
7� .
Fernando Costa
Assistant City Manager
Date: Apr 5, 2024
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Jannette Goodall
City Secretary°�1aEao5�pp
APPROVAL RECOMMENDED:
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By. Christopher Harber (Apr 4, 2024 14:33 CDT)
Christopher Harder, P.E.
Director, Water Department
APPROVED AS TO FORM AND LEGALITY
By: Douglas Black (Apr 4, 202423:47 CDT)
Douglas W Black
Sr. Assistant City Attorney
Contract Compliance Manager:
BY:
ENGINEER
Kimley-Horn and Associates, Inc.
�.Zf, r E.
John Atkins, P. E.
Vice President
Date: 3/29/2024
Form 1295 No.: 2023-1092745
M&C No.: 24-0256
M&C Date: March 26. 2024
By signing, I acknowledge that I am the person responsible for the monitoring and
administration of this contract, including ensuring all performance and reporting
requireme
716
Liam Conlon
Project Manager
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
Revised Date: 12-08-2023
Page 15 of 15
FWCC Water & Sanitary Sewer Relocation
CPN 104484
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
ATTACHMENT "A"
Scope for Enaineerina Design Related Services for Water and Sanitary Sewer Relocations
DESIGN SERVICES FOR
WATER AND SANITARY SEWER RELOCATIONS FOR THE
FORT WORTH CENTRAL CITY PROJECT
CITY PROJECT NO. 104484
General Scope of Services
The scope set forth herein defines the work to be performed by the ENGINEER in conjunction with the
PROJECT. Both the CITY and ENGINEER have attempted to define services to be performed and
address the needs of the PROJECT through September of 2024.
OBJECTIVE
The objective of this PROJECT is to facilitate the relocation of the CITY's water and sanitary sewer
facilities that are in conflict with the USACE Fort Worth Central City improvements, and to assist the
CITY with the Panther Island Redevelopment Project.
WORK TO BE PERFORMED
Task 1.
Design/Program Management
Task 2.
Conceptual Design
Task 3.
Preliminary Design
Task 4.
Final Design
Task 5.
Bid Phase Services
Task 6.
Construction Phase Services
Task 7.
ROW/Easement Services
Task 8.
Survey and Subsurface Utility Engineering Services
Task 9.
Permitting
Task 10.
Holly Analysis — None
Task 11.
Development Analysis
Task 12.
USACE Plan Reviews — None
Task 13.
Ham Branch Study — None
Task 14.
Panther Island Sanitary Sewer Master Plan — None
Task 15.
Additional Services — None
Task 16.
Panther Island Revisioning
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 1 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
TASK 1. DESIGN/PROGRAM MANAGEMENT
Anticipated durations 12 months (July 2023 thru June 2024)
1.1 Kick -Off Meeting: Attend one (1) pre -design PROJECT kickoffs for Design PROJECT Parts
with CITY staff to confirm and clarify scope and objectives.
1.2 Regular Period Meetings: Attend regular periodic meetings as required by CITY and Tarrant
Regional Water District (TRWD). The number of meetings is only intended to be an
approximation of the frequency and content of the meetings.
A. Monthly CITY Progress Meetings: Conduct and document twelve (12) monthly
PROJECT update meetings with the CITY PROJECT Manager
B. Semi-monthly TRWD and CITY Coordination Meetings: Conduct twenty-four (24) semi-
monthly PROJECT update meetings with CITY PROJECT Manager, Other CITY
Consultants, and TRWD PROJECT partners. Prepare and distribute meeting notes and
action items.
C. Franchise Utility Progress Meetings: Attend fifteen (15) franchise utility PROJECT
update meeting with CITY PROJECT Manager and TRWD PROJECT partners.
D. TRWD CITY Program Manager's Progress Meetings: Attend approximately six (6)
TRWD CITY Program Manager's progress meetings.
E. Semi-monthly TRWD PROJECT Managers Review Meetings: Attend approximately six
(6) semi-monthly TRWD PROJECT Managers review meetings.
F. Quarterly USACE Coordination Meetings: Attend four (4) quarterly USACE PDT
meetings for PROJECT coordination.
1.3 City Reporting:
A. Progress Reports
B. Monthly Schedule Update: Prepare twelve (12) monthly PROJECT schedule status
updates to be provided to both CITY and TRWD. The schedules should reflect all of the
CITY's PROJECT Parts associated with this contract, appropriately labeled to
distinguish between FWCC and Non-FWCC PROJECT Parts. The design schedule will
not be cost loaded with the ENGINEER's fees.
C. M/WBE Reporting: Complete twelve (12) Monthly M/WBE Report Forms for both TRWD
and the CITY. Submit M/WBE Change forms as necessary for any changes in M/WBE
Status.
D. Monthly Invoices and PROJECT Tracking by PROJECT Part: Prepare twelve (12)
monthly invoices that meet the CITY and TRWD invoice format requirements.
1.4 TRWD Program Reporting: Facilitate coordination of PROJECT financial information and
track status.
A. PROJECT Cost Monthly Update: Prepare and update monthly a spreadsheet that tracks
each PROJECT Part including projected Construction and Engineering Cost, changes to
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
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ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
the projected Construction and Engineering Cost, and actual Construction and
Engineering Cost.
B. Monthly CITY Actuals Reporting: Review the CITY's Water and Sanitary Sewer, Storm
Drain, Franchise, Bridges and Local Street Modifications monthly Project Management
Reports and prepare twelve (12) Actual vs. Budget Cost Summary Reports.
C. Monthly Contracted and Reimbursable Tracking
D. CIP Coordination: The quarterly coordination of the CITY's Five -Year CIP to verify how
each PROJECT Part is included in each fiscal year budget. Cost shall be summed by
fiscal year.
E. Quarterly TRWD Schedule Review: Perform four (4) quarterly review of modifications to
the TRWD schedule and report potential impacts to both TRWD and CITY. Coordinate
with both TRWD and CITY as CITY and TRWD work to achieve a schedule that is
mutually agreed upon by each party.
F. TRWD PROJECT Change Form: Document PROJECT scope and cost changes and
report to TRWD.
1.5 Coordination of other CITY Consultants: Facilitate action items/tasks for other CITY
Consultants as a result of the TRWD PROJECT Managers meeting. Services may include
delegation of tasks and conducting additional meetings associated with the directives of the
PROJECT Managers meeting.
1.6 Deliverables
A. Meeting Notes for Kickoff Meetings.
B. Monthly M/WBE Reporting to both TRWD and CITY.
C. Meeting Notes and action items from TRWD and CITY Monthly coordination meeting.
D. TRWD Monthly schedule updates with schedule narrative describing any current or
anticipated schedule changes.
E. CITY Monthly schedule updates with schedule narrative describing any current or
anticipated schedule changes.
F. Monthly invoices.
G. Monthly CITY Actual vs. Budget Cost Summary Report.
H. Capital Tracking Spreadsheet (Quarterly).
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 3 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
TASK 2. CONCEPTUAL DESIGN (30 PERCENT)
Water Relocations
Name Size Range Length (LF)
Part 24 University Drive 8" & 24" 7,820
Water Subtotal 7,820 LF
Sewer Relocations
Name Size Range Length (LF)
Part 24 University Drive 12" & 66" 2,180
Sewer Subtotal 2,180 LF
Total 10,000 LF
The Conceptual Design shall be submitted to CITY per the approved Project Schedule.
The purpose of the conceptual design is for the ENGINEER to
■ Study the project,
■ Identify and develop alternatives that enhance the system,
■ Present (through the defined deliverables) these alternatives to the CITY
■ Recommend the alternatives that successfully addresses the design problem, and
■ Obtain the CITY's endorsement of this concept.
ENGINEER will develop the conceptual design of the infrastructure as follows.
2.1. Data Collection
• In addition to data obtained from the CITY, ENGINEER will research proposed
improvements in conjunction with any other planned future improvements that may influence
the project.
• The ENGINEER will also identify and seek to obtain data for existing conditions that may
impact the project including but not limited to; utilities, agencies (TxDOT and railroads), City
Master Plans, and property ownership as available from the Tax Assessor's office.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 4 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
• The data collection efforts will also include conducting special coordination meetings with
affected property owners and businesses as necessary to develop sewer re-routing plans.
• The ENGINEER shall visit the project site and obtain the meter numbers and sizes on all
existing meters to be replaced on the project and shall identify existing sample stations and
fire line locations.
2.2. The Conceptual Design Package includes the following scope of services.
• Graphic exhibits (aerial at a scale of 1" = 40') for re -alignment options.
• Identification of potential access routes and easement requirements.
• Fire line reconnections, if needed
• Proposed phasing of any water work that is included in this project documented in both the
project schedule and narrative form.
• Documentation of key design decisions.
• Estimates of probable construction cost.
ASSUMPTIONS
• Six (6) Geotechnical borings are expected for Part 24 University Drive
TASK 3. PRELIMINARY DESIGN (60 PERCENT PLANS)
Complete Preliminary Design based on information developed or obtained during Task 2 — Conceptual
Design and Task 8 — Surveying Services.
Name
Part 24 University Drive
Water Subtotal
Name
Part 24 University Drive
Sewer Subtotal
Total
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 5 OF 34
Water Relocations
Size Range Length (LF)
8" & 24" 7,820
7,820 LF
Sewer Relocations
Size Range Length (LF)
12" & 66" 2,180
2,180 LF
10,000 LF
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
3.1 Preliminary Design Drawings: Preliminary Design Drawings will include the following
Sheets:
A. Cover Sheet
B. Sheet Index and General Notes
1. CITY's General Notes as found on e-Builders.
2. PROJECT Part Specific Notes: Add notes, as required, to meet the specific needs
of the PROJECT Part.
C. Shutdown and Phasing Notes
D. Control Points and Benchmarks in accordance with Task 8 — Survey Services
E. Overall Location Map and Sheet Reference for Proposed Water and Sewer Lines
F. Overall Existing Water and Sewer Line Map
G. Overall Existing Water and Sewer Line Abandonment Plan
H. Overall Proposed Easement Map
I. Preliminary Water Plan and Profile Sheets: (11 Sheets) Water lines shall be designed
in accordance with the CITY Design Standards for water lines, and in accordance with
TCEQ requirements as depicted in Chapter 290 of the TAC. Plan and Profile Sheets
shall include proposed:
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 6 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
1. Water lines: plan view only (water lines 8-inches and smaller)
2. Water lines: plan and profile (water lines 12-inches and larger)
3. Water line sizes
4. Water line grades for 12-inch and larger
5. Fire hydrants
6. Water service lines and meter boxes
7. Valves and valve vaults
8. Air release valves, vaults, and vents
9. Blow -off valves and blow -off valve manholes
10. Sample stations
11. Water services and sizes
a. Make provisions to reconnect all water service lines which connect directly to
any main being replaced.
b. Locations where water services will require relocation across private property
due to the location of the proposed water main relative to the existing water
main
c. The number and location of water services where relocation is significant and
will require a detail as part of Task — 4 Final Design
d. Temporary water service locations
12. Fire lines
13. Casing limits and size
14. Connection to existing Water lines
15. Isolation Valves
16. Major Connections: Locations where connection to existing main is significant and
will require a detail as part of Task 4 — Final Design
17. Proposed limits of the utility trench and pavement removal and replacement
J. Preliminary Sanitary Sewer Plan and Profile Sheets: (4 Sheets) Wastewater lines shall
be designed in accordance with the CITY Design Standards for wastewater lines, and
in accordance with TCEQ requirements as depicted in Chapter 217 of the TAC. Plan
and Profile Sheets shall include proposed:
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 7 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
1. Sanitary sewer lines: plan and profile
2. Manholes and junction structures
3. Sewer line sizes
4. Sewer line grades
5. Sewer service lines and sizes
a. Make provisions to reconnect all wastewater services lines which connect
directly to any main being replaced, including replacement of existing service
lines within City right-of-way or utility easement. When the existing alignment
of a water and sanitary sewer main or lateral is changed, provisions will be
made in the final plans and/or specifications by the ENGINEER to relocate all
service lines which are connected to the existing main and connect said
service lines to the relocated main.
The following shall be applicable at all locations where it is necessary to
relocate or reroute the existing private sanitary sewer service line due to the
abandonment or realignment of the existing public sanitary sewer lateral or
main: The CITY shall furnish the ENGINEER with a sample format of how the
sewer service line reroute/relocation should be designed and submitted for
construction. During design survey, if a rod can be inserted through the
cleanout to the bottom of the service line, the ENGINEER will obtain the flow
line elevation and design the service line prior to advertising the project for bid.
If the service flow line information cannot be obtained during design survey,
the ENGINEER shall delay the design of the sewer service line until after a
Quality Level A Subsurface Utility Engineering (SUE investigation has been
performed). The Level A SUE will be performed; (1) by the ENGINEER if
included in the fee proposal; or (2) by the CITY prior to bidding if the CITY
determines that it is needed for satisfactory completion of the design; or (3) by
the Contractor after the project has been bid, by means of a bid item to that
effect. In all options, the ENGINEER shall propose appropriate de -hole
locations in the project and collect flow line elevation and other applicable
information of the sewer service line. The ENGINEER shall use this
information to provide the design for the sanitary sewer service line to be
rerouted or relocated.
c. Provide map showing location of new manhole construction at the end of
existing sewer segments, 90 degree bends, or tee connections. Site survey or
specific design plans for manhole construction is not included as part of the
scope. The contract documents shall specify that it is the Contractor's
responsibility to coordinate utility location, etc. manhole construction.
d. The ENGINEER will prepare standard and special detail sheets for water line
installation and sewer rehabilitation or replacement that are not already
included in the D-section of the CITY's specifications. These may include
connection details between various parts of the project, tunneling details,
boring and jacking details, waterline relocations, details unique to the
construction of the project, trenchless details, and special service lateral
reconnections.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 8 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
6. Connections to existing sewer lines
7. Identify structures that will require special details in Task 4 — Final Design
8. By-pass pumping locations
9. Casing limits and size
10. Proposed limits of the utility trench and pavement removal and replacement
K. In general, PROJECT Part Plan and Profile Sheets shall include the following:
1. Existing conditions as identified in Task 8 — Survey Services
2. CITY standard border
3. CITY water and sewer Project number
4. North arrow
5. Graphic scale
6. Engineers Preliminary Seal
7. No less than Two (2) benchmarks per plan/profile sheet
8. General notes and sheet notes
3.2 Stakeholder Progress Update Meetings: Conduct stakeholder meetings during Preliminary
Design when design of the proposed improvements directly affects the property owner's
operations.
3.3 Geotechnical Investigations: Perform a geotechnical analysis of the boring site utilizing a
qualified geotechnical laboratory to determine subsurface conditions. Provide
recommendations regarding foundation design parameters. The geotechnical analysis will
include the following:
A. Subsurface exploration
1. Six (6) bores up to 25-ft deep
B. Laboratory tests for classification purposes and strength characteristics.
1. Moisture content and soil identification
2. Percent passing #200 sieve
3. Liquid and plastic limit determinations
4. Unconfined compression tests on soil
5. Unconfined compression tests on rock
6. Unit weight determinations
7. Absorption pressure and/or one -point pressure swell tests
C. The geotechnical report will present the results of the field and laboratory data as well
as analyses and recommendations. The data contained in the geotechnical report will
be made available to contractors during the bidding process for information purposes.
The report will address:
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 9 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
1. General soil and ground water conditions
2. Comments on general soil and rock excavation
3. Earthwork and Trench recommendations
4. Lateral Earth Pressure for Blocking
5. Pavement Design recommendations, where required
3.4 Environmental Analysis
A. Perform a Limited Phase II investigation in the following locations — none
B. Samples will be tested to identify total petroleum hydrocarbons (TPH), volatile organic
compounds (VOCs) and other chemicals of concern (COCs) and will be compared to
the Texas Risk Reduction Program (TRAP) protective concentration levels.
3.5 By Other than Open Cut Installation
A. Prepare trenchless alignments which include entry and exit locations, equipment
layout, and other site constraints for the following trenchless crossings:
1. One (1) 24-inch water lines carrier pipe by 200-LF crossing of University Drive
2. One (1) 24-inch water lines carrier pipe by 200-LF crossing of SH-199
3. One (1) 8-inch water lines carrier pipe by 550-LF crossing of University Drive
4. One (1) 66-inch sewer carrier pipe by 250-LF crossing of University Drive
3.6 Special Structural Design: Develop Design (60 percent) calculations, drawings,
specifications, for the following special structures:
A. Zero (0) Siphon Structures with stop logs
B. Zero (0) Siphon Drop Structures
C. Two (2) Junction Structures
D. Zero (0) Aerial Crossings
E. Zero (0) Butterfly Valve Vaults
F. Zero (0) Access Manhole
G. Zero (0) Siphon Structure Modification
3.7 Constructability Review and Site Visit
A. Prior to the preliminary design review meeting with the CITY, schedule and attend a
PROJECT Part site visit with the CITY Project Manager and Construction personnel.
Prepare meeting notes capturing the CITY's comments from the site visit.
B. The PROJECT requires coordination with other Fort Worth Central City Projects.
Review modifications to the other Fort Worth Central City Project submittals to verify
there are no changes affecting the existing and/or proposed water and wastewater
infrastructure.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 10 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
3.8 Utility Clearance
A. Coordinate with the CITY's Transportation and Public Works Department, Water
Department, and other CITY departments, public utilities, private utilities and
government agencies to determine the approximate location of above and
underground utilities and other facilities that have an impact or influence on the
PROJECT Part. Design CITY facilities to avoid or minimize conflicts with existing
utilities, and where known and possible, consider potential future utilities in designs.
B. Upload one (1) set of the approved preliminary construction plans to e-Builders for the
CITY's Utility Coordinator to forward to all utility companies which have facilities within
the limits of the PROJECT Part.
3.9 Opinion of Probable Construction Cost: (OPCC)
A. Prepare an opinion of probable construction cost updated to reflect preliminary design.
The OPCC should separate the cost based on CITY fund account numbers: water,
sewer, storm water, and streets. Line item cost should be based on CITY standard bid
items.
3.10 Deliverables
A. Six (6) copies of the Preliminary Design Package will be delivered to CITY for each
PROJECT Part. Four (4) copies will include full size (22" x 34") plan sheets and Two
(2) copies will include half size (11" x 17") plan sheets.
B. Zero (0) copies of the Preliminary Design Package will be delivered to TRWD/USACE
for each PROJECT Part. Drawings will be full size (22" x 34") plan sheets.
C. One (1) PDF Copy of the Preliminary Design Package uploaded to e-Builder for each
PROJECT Part.
D. One (1) Copy of the Opinion of Probable Construction Cost (OPCC) for each
PROJECT Part
3.11 Preliminary Design Review Meeting
A. Conduct five (5) review meetings with the CITY to review Preliminary Design and
receive comments from the CITY.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 11 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
TASK 4. FINAL DESIGN (90 PERCENT PLANS) AND FINAL CONSTRUCTION DOCUMENTS (100
PERCENT PLANS)
Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as follows:
Water Relocations
Name Size Range Length (LF)
Part 13 Channel Segment D 16" 150
Water Subtotal 150 LF
Sewer Relocations
Name Size Range
Length (LF)
Part 13 Channel Segment D 24"-78"
4,320
Upper Clear Fork 60"
1,300
Sewer Subtotal
5,620 LF
Total
5,770 LF
4.1 Preliminary Design Comments
A. Incorporate comments from Task 3 — Preliminary Design from the CITY as well as Utility
Clearance in the Final Design Documents.
4.2 Final Design (90 Percent Plans): Each plan sheet shall be sealed, dated, and signed by an
Engineer licensed in State of Texas with appropriate Firm Registration Number.
A. Cover Sheet
B. Sheet Index and General Notes
C. Shutdown and Phasing Notes
D. Overall Existing Water and Sewer Line Map
E. Overall Existing Water and Sewer Line Abandonment Plan
F. Overall Location Map and Sheet Reference for Proposed Water Lines
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
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ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
G. Overall Location Map and Sheet Reference for Proposed Sewer Lines
H. Overall Existing Water Line Abandonment Plan
I. Overall Existing Sewer Line Abandonment Plan
J. Control Points and Benchmarks in accordance with Task 8 — Survey Services
K. Subsurface Utility Engineering Maps
L. Water Plan and Profile Sheets: In addition to the information identified in Task 3 —
Preliminary Design, the following information should be added to the Plan and Profile
sheet to communicate the design.
1. Stationing for proposed water and sewer lines
2. Noting of Design Features — Plan
a. Stationing of the feature
b. Name of Feature
c. X and Y NAD 83 coordinates
d. Reference to appropriate CITY Standard Details, or PROJECT Part Specific
Details
3. Noting of Design Features — Profile
a. Stationing of the feature
b. Name of the feature
c. Elevation in the Profile (at 50' intervals)
d. Provide top of pipe elevations for water lines
e. Reference to Standard or PROJECT Part Specific Details
4. Pavement Restoration: Indicate the limits of pavement removal and replacement in
accordance with CITY Pavement Replacement Policy. Limits should reflect all
improvements which require pavement cuts including:
a. Water lines
b. Structures: vaults and others
c. Service lines
d. Abandonment of existing utilities
e. Indicate the type of patch to be performed and reference the appropriate
standard detail.
5. Backfill: Indicated the type and locations of the design trench backfill
6. Water Pipe Line Restraint: If the water line is designed to have restrained joints,
calculate and indicate on the plan and profile sheets the designed sections that are
to be restrained. (3 pipe types).
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 13 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
7. By Other than Open Cut Installation: Design tunnel/bore including casing/tunnel liner
plate minimum thickness and inside diameter, shafts, allowable methods, control of
ground water, and appropriate tolerances with the chosen method. Indicate the
following on the plan and profile sheets:
a. Casing or Tunnel Line Plate Thickness
b. Jacking Shaft and Receiving Shaft Location
8. Water Services: Provide the following on the plan and profile sheets
a. Water Service Table: Include the station of the service, the action to be taken on
the service, meter box type, service size, meter size, and the meter number
associated with each service
b. Temporary Water Service: Indicate locations which will require temporary service
M. Sewer Plan and Profile Sheets: In addition to the information identified in Task 3 —
Preliminary Design, the following information should be added to the Plan and Profile
sheet to communicate the design.
1. Stationing for proposed water and sewer lines
2. Noting of Design Features - Plan
a. Stationing of the feature
b. Name of Feature
c. X and Y NAD 83 coordinates
d. Reference to appropriate CITY Standard Details, or PROJECT Part Specific
Details
3. Noting of Design Features — Profile
a. Stationing of the feature
b. Name of the feature
c. Elevation in the Profile (at 50' intervals)
d. Provide flow line elevations for sewer lines
e. Reference to Standard or PROJECT Part Specific Details
4. Pavement Restoration
a. Indicate the limits of pavement removal and replacement in accordance with
CITY Pavement Replacement Policy. Limits should reflect all improvements
which require pavement cuts including:
b. Sanitary sewer lines
c. Structures: manholes, vaults and others
d. Service lines
e. Abandonment of existing utilities
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
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ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
f. Indicate the type of patch to be performed and reference the appropriate
standard detail.
5. Backfill: Indicated the type and locations of the design trench backfill
6. By Other than Open Cut Installation: Design tunnel/bore including casing/tunnel liner
plate minimum thickness and inside diameter, shafts, allowable methods, control of
ground water, and appropriate tolerances with the chosen method. Indicate the
following on the plan and profile sheets:
a. Casing or Tunnel Line Plate Thickness
b. Jacking Shaft and Receiving Shaft Location
N. Standard Details: Incorporate Standard Details into the construction plans as required by
the PROJECT Part scope
O. PROJECT Part Specific Details: Prepare PROJECT Part specific details
1. Connections to Existing Water Transmission Mains: [Zero (0) Detail] Prepare details
where existing water transmission mains will be cut into to connect a new pipe line or
where ductile iron and steel -based pipe lines will be tied together.
2. Butterfly Valve Vaults: [Zero (0) Details] Provide Butterfly vault structural design and
details
3. Large Meter Vaults: [Zero (0) Details] Provide large water meter vault structural
design and details
4. By -Pass Pumping: [Zero (0) Details] Provide size, and details for by-pass pumping
5. Manhole Junction Structures: [Five (5) Structures] Provide manhole junction
structure structural design and details
6. Siphon Structures: [Two (2) Structures] Provide siphon structure structural design
and details
7. 45' Bend Siphon Drop Structures: [Zero (0) Structures] Provide structural design and
details
8. Access Structures: [Zero (0) Structure] Provide access structure structural design
and details
9. Tunneling: [One (1) Location] Provide tunneling details
10. Storm Structure Modifications: [Zero (0) Structure] Provide structural design and
details
11. Aerial Crossing: [One (1) Crossing] Provide aerial crossing structural design and
details
12. Shoring Plan/Coffer Dam: [Zero (0) Location] Provide shoring details
13. Grading: [Zero (0) Location] Provide grading details
P. Traffic Control Plans (TCP):
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
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ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
1. TCP: Prepare TCP [Eight (8) Sheet] based on the UMTCD and the CITY's Standard
details.
2. CITY Standard Details: Incorporate CITY Standard detail sheets in the Construction
plans as required.
3. PROJECT Part Specific Details: Prepare Specific Traffic Control Details as required
by the PROJECT Part.
Q. Cathodic Protection:
1. Final Design will include Cathodic Protection Design Plans as prepared by
ENGINEER's Cathodic Protection subconsultant.
R. Erosion Control Plans: [Four (4) Sheets] Provide erosion control plans in accordance
with CITY and TCEQ requirements.
4.3 Final Design Project Manual: Prepare a Project manual in accordance with the CITY's
standards as found on the CITY's e-Builders site. Prepare the following according to the
requirements of the PROJECT Part [One (1) Project].
A. Division 00
1. Invitation to Bid: Modify/complete the Invitation to Bidders as required by the
PROJECT Part.
2. Instructions to Bidders: Modify/complete the Instructions to Bidders as required by
the PROJECT Part.
3. Bid Form: Prepare the PROJECT Part Bid Form using the standard CITY bid items
as located on the CITY's e-Builders site.
4. Supplementary Conditions: Modify/complete supplemental conditions for the
PROJECT Part including insurance requirements, construction time, and liquidated
damages.
B. Division 01
1. Modify/complete Division 01 requirements for inclusion in the Project manual and in
accordance with the requirements of the PROJECT Part.
C. Division 02-49
1. Modify/complete Division 02-49 requirements for inclusion in the Project manual and
in accordance with the requirements of the PROJECT Part.
D. Non -Standard Specifications
1. Prepare specifications for requirements which are not included in the CITY standard
specifications for inclusion in the Project manual and in accordance with the
requirements of the PROJECT Part. These may include, but are not limited to
specifications for the following:
a. Shafts
b. Tunneling
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
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ATTACHEMENT A
DESIGN SERVICES FOR
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CITY PROJECT NO. 104484
c. Odor Control
d. Shoring
E. Appendix: Include the following with Project Manual Appendix:
1. Easements
2. Permits
3. Geotechnical Investigation
4. Paving Cores
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 17 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
4.4 Opinion of Probable Construction Cost (OPCC)
A. Prepare an OPCC updated to reflect Final Design. The OPCC should separate the cost
based on CITY fund account numbers: water, sewer, storm water, and streets. Line item
cost should be based on CITY standard bid items.
4.5 Stakeholder Meetings: Conduct stakeholder meetings during Final Design when the
proposed improvements directly affect the property owner's operations.
4.6 CITY Plan Review Submittals
A. Pavement Removal and Replacement: Submit Plans to the CITY's TPW department for
review of proposed pavement removal and replacement.
B. Traffic Control Plans: Submit Plans to the CITY's TPW department for review of
proposed traffic control measures.
4.7 Construction Plan Review Meetings
A. Constructability Review: Conduct zero (0) review meeting(s) with CITY Project manager
and the CITY Inspector to receive comments.
B. Water Operational Review: Conduct one (1) review meeting(s) with Water Department
Field Operation valve crews and with Water Production to review system shut down
requirements.
C. Wastewater Operational Review: Conduct one (1) review meeting(s) with Water
Department Field Operation wastewater personnel to review impacts on the wastewater
system and to review proposed by-pass pumping.
D. TRWD Review: Conduct one (1) review meeting(s) with TRWD personnel to review
impacts and coordination with the entire TRWD Project.
E. USACE Review: Conduct one (1) review meeting(s) with USACE personnel to review
impacts and coordination where USACE has jurisdiction or proposed construction.
4.8 Construction Documents: Based on the various meetings and reviews revise the final design
plans and Project manual to produce the Final Construction Documents for Bidding.
4.9 Deliverables
A. Six (6) copies of the 90% Design Package will be delivered to CITY for each PROJECT
Part. Four (4) copies will include full size (22" x 34") plan sheets and two (2) copies will
include half size (11" x 17") plan sheets. Project Manual
B. Six (6) copies of the 90% Design Package will be delivered to TRWD/USACE for each
PROJECT Part. Four (4) copies will include full size (22" x 34") plan sheets and two (2)
copies will include half size (11" x 17") plan sheets. Project Manual
C. One (1) PDF copy of the Final Design Package uploaded to e-Builders for each
PROJECT Part.
D. One (1) copy of the Opinion of Probable Construction Cost (OPCC) for each PROJECT
Part
E. One (1) mylar cover Sheet for Signatures by CITY for each PROJECT Part
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
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ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
F. Six (6) copies of the 100% Design Package will be delivered to CITY for each PROJECT
Part. Four (4) copies will include full size (22" x 34") plan sheets and two (2) copies will
include half size (11" x 17") plan sheets.
G. Zero (0) copies of the 100% Design Package will be delivered to TRWD/USACE for
each PROJECT Part.
H. Electronic Version of 100% Construction Plans and Project Manual will be delivered as
the As -bid set. Construction plans will be in DWF and PDF format and the Project
Manual will be in PDF format for each PROJECT Part.
TASK 5. BID PHASE SERVICES
Name Bid Packages
Part 13 Channel Segment D 1
Total 3
5.1 General
A. Separate sets of Bidding Documents are planned for each PROJECT Part.
B. Services below will be performed for each bid set.
5.2 Advertisement
A. The CITY will publish the Invitation to Bidders in the local paper of record.
5.3 Issuing Bid Sets
A. Make available at an agreed location sufficient copies of the Bidding Documents to
distribute to potential bidders.
B. Upload Bidding Documents to e-Builders for electronic distribution
C. The ENGINEER may charge a non-refundable fee up to $100 per set of Bidding
Documents.
D. Issue Bidding Documents to four (4) Plan Rooms as determined by the CITY.
E. Maintain a log of all plan holders.
5.4 Request for Information
A. Receive requests for information from prospective bidders and maintain a log of bidder's
significant questions.
B. Provide technical interpretations of the Contract Documents.
C. Send written clarifications to all plan holders.
5.5 Addenda
CITY OF FORT WORTH, TEXAS
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DESIGN SERVICES FOR
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CITY PROJECT NO. 104484
A. Issue Addenda as necessary when clarifications require a modification to the Contract
Documents.
5.6 Pre -bid Meeting
A. Conduct a pre -bid meeting for each PROJECT Part as indicated in the Table above.
5.7 Bid Opening
A. Attend bid opening held at the CITY.
5.8 Recommendation of Award
A. Obtain Bidder's proposals from the CITY.
B. Review all bids for completeness and prepare a bid tabulation of all Bidder proposals.
C. Evaluate the apparent low bidder and the two (2) subsequent low bidders.
D. Verify the qualification and the acceptability of the low bidder.
E. Prepare a letter to the CITY with a recommendation of award.
5.9 Conformance Documents
A. Incorporate all addenda into the construction plans and the project manual.
5.10 Contract Execution
A. Prepare three (3) copies of the conformed Construction Documents for each bid
package to be executed by the CITY and the Contractor per bid package.
5.11 Deliverables
A. Addenda and Clarifications
B. Upload to e-Builders bidding documents (construction plans and project manuals).
C. Six (6) sets of bidding documents (construction plans and project manuals) for each bid
package
D. Three (3) sets of conformed bidding documents for execution for each bid package
E. One (1) Award Letter for each Bid Package
F. One (1) Bid Tabulation for each Bid Package
G. Six (6) full size (22"x34") Six (6) half size (11"x 17") of Conformed Plans and
Specifications for Preconstruction Meeting for each Bid Package.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 20 OF 34
TASK 6. CONSTRUCTION PHASE SERVICES
Name Anticipated
Construction
Duration
Part 14 Channel 17 Mo
Segment C
6.1 Public Meeting
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
Months of
Submittal
Construction
Construction
Review:
Services
in This
CITY/KHA
Activity:
Contract
17 Mo.
KHA
Weekly/Daily
A. The CITY shall be responsible for establishing the location and mailing the invitation for
the public meeting.
B. Attend one (1) Public Meetings for each PROJECT Part.
C. Prepare up to two (2) exhibits for each PROJECT Part for use in the public meeting.
6.2 Construction Support
A. The ENGINEER will provide professional construction phase services to the CITY during
construction of this project. The estimated construction period of the project is
seventeen (17) months for the basis of establishing the ENGINEER's Fee. The
construction phase services are as follows:
1. Pre -Construction Conference
a. Prepare for and attend a pre -construction conference prior to commencement of
Work at the Site
2. Visits to Site and Construction Observation — The ENGINEER will provide on -site
construction observation services during the construction phase. The ENGINEER will
make visits at intervals as directed by the CITY in order to observe the progress of
the Work. Such visits and observations by the ENGINEER are not intended to be
exhaustive or to extend to every aspect of Contractor's work in progress.
Observations are to be limited to spot checking, selective measurement, and similar
methods of general observation of the Work based on the ENGINEER's exercise of
professional judgment. Based on information obtained during such visits and such
observations, the ENGINEER will evaluate whether Contractor's work is generally
proceeding in accordance with the Contract Documents, and the ENGINEER will
keep the CITY informed of the general progress of the Work.
3. The purpose of the ENGINEER's site visits will be to enable the ENGINEER to better
carry out the duties and responsibilities specifically assigned in this Agreement to the
ENGINEER, and to provide the CITY a greater degree of confidence that the
completed Work will conform in general to the Contract Documents. The ENGINEER
shall not, during such visits or as a result of such observations of Contractor's work
in progress, supervise, direct, or have control over Contractor's work, nor shall the
ENGINEER have authority over or responsibility for the means, methods,
CITY OF FORT WORTH, TEXAS
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REVISION DATE: 08.22.14
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ATTACHEMENT A
DESIGN SERVICES FOR
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CITY PROJECT NO. 104484
techniques, equipment choice and usage, sequences, schedules, or procedures of
construction selected by Contractor, for safety precautions and programs incident to
Contractor's work, nor for any failure of Contractor to comply with laws and
regulations applicable to Contractor's furnishing and performing the Work.
Accordingly, the ENGINEER neither guarantees the performance of any Contractor
nor assumes responsibility for any Contractor's failure to furnish and perform its work
in accordance with the Contract Documents.
4. Resident Project Representative. ENGINEER's role as Resident Project
Representative will include furnishing a Resident Project Representative ("RPR") to
assist ENGINEER in observing progress and quality of the work.
a. The duties and responsibilities of the RPR are limited to those of ENGINEER in
the Agreement with the CITY and in the Contract Documents, and are further
limited and described as follows:
b. General
c. RPR is ENGINEER's agent at the Site, will act as directed by and under the
supervision of ENGINEER, and will confer with ENGINEER regarding RPR's
actions. It is assumed for the scope of this project that the RPR will perform an
average of 3 site visits per week for construction observation.
d. RPR's dealings in matters pertaining to a Contractor's work in progress shall in
general be with ENGINEER and Contractor, keeping CITY advised as necessary
e. RPR's dealings with subcontractors shall only be through or with the full
knowledge and approval of Contractor
f. RPR shall generally communicate with CITY with the knowledge of and under the
direction of ENGINEER
g. Schedules
h. Review the progress schedule, schedule of Shop Drawing and submittals, and
any other schedules prepared by Contractor and consult with the ENGINEER
concerning acceptability
i. Conferences and Meetings
j. Attend meetings with Contractor, such as preconstruction conferences, progress
meetings, job conferences and other project -related meetings, and prepare and
circulate copies of minutes thereof
k. Liaison
I. Serve as ENGINEER's liaison with Contractor, working principally through
Contractor's superintendent, and assist in providing information regarding the
intent of the Contract Documents
m. Assist ENGINEER in serving as CITY's liaison with Contractor when Contractor's
operations affect CITY's on -site operations
n. Assist in obtaining from CITY additional details or information, when required for
proper execution of the Work
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 22 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
o. Interpretation of Contract Documents
p. Report to ENGINEER when clarifications and interpretations of the Contract
Documents are needed and transmit to Contractor clarifications and
interpretations as issued by ENGINEER
q. Shop Drawings and Submittals
r. Maintain Shop Drawing and Submittal Record log
s. Advise ENGINEER and Contractor of the commencement of any portion of the
Work requiring a Shop Drawing or submittal for which RPR believes that the
submittal has not been approved by ENGINEER
t. Modifications
u. Consider and evaluate Contractor's suggestions for modifications in Drawings or
Specifications and report such suggestions, together with RPR's
recommendations, to ENGINEER. Transmit to Contractor in writing decisions as
issued by ENGINEER
v. Review of Work and Rejection of Defective Work
w. Conduct on -Site observations of Contractor's work in progress to assist
ENGINEER in determining if the Work is in general proceeding in accordance
with the Contract Documents
x. Report to ENGINEER whenever RPR believes that any part of Contractor's work
in progress will not produce a completed project that conforms generally to the
Contract Documents or will imperil the integrity of the design concept of the
completed Specific Project as a functioning whole as indicated in the Contract
Documents, or has been damaged, or does not meet the requirements of any
inspection, test or approval required to be made; and advise ENGINEER of that
part of work in progress that RPR believes should be corrected or rejected or
should be uncovered for observation, or requires special testing, inspection or
approval
y. Inspections, Tests, and System Start-ups
z. Consult with ENGINEER in advance of scheduled major inspections, tests, and
systems start-ups of important phases of the Work
aa. Verify that tests, equipment, and systems start-ups and operating and
maintenance training are conducted in the presence of appropriate CITY's
personnel, and that Contractor maintains adequate records thereof
bb. Observe, record, and report to ENGINEER appropriate details relative to the test
procedures and systems start-ups
cc. Accompany visiting inspectors representing public or other agencies having
jurisdiction over a Specific Project, record the results of these inspections, and
report to ENGINEER
dd. Records
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 23 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
ee. Maintain at the Site orderly files for correspondence, reports of job conferences,
reproductions of original Contract Documents including all Addenda, Change
Orders, Field Orders, additional Drawings issued subsequent to the execution of
the Contract, ENGINEER's clarifications and interpretations of the Contract
Documents, progress reports, Shop Drawing and submittals received from and
delivered to Contractor, and other Specific Project -related documents
ff. Prepare a daily report or keep a diary or log book, recording Contractor's hours
on the Site, weather conditions, data relative to questions of Change Orders,
Field Orders, or changed conditions, Site visitors, daily activities, decisions,
observations in general, and specific observations in more detail as in the case of
observing test procedures; and send copies to ENGINEER
gg. Record names, addresses, fax numbers, e-mail addresses, web site locations
and telephone numbers of all Contractors, subcontractors, and major suppliers of
materials and equipment
hh. Maintain records for use in preparing project documentation
ii. Upon completion of the Work, furnish original set of all RPR Specific Project
documentation to ENGINEER
jj. Reports
kk. Furnish to ENGINEER periodic reports, as required, of progress of the Work and
of Contractor's compliance with the progress schedule and schedule of Shop
Drawing and submittals
II. Draft and recommend to ENGINEER proposed Change Orders and Field Orders.
Obtain backup material from Contractor
mm. Furnish to ENGINEER and CITY copies of all inspection, test, and system
startup reports
nn. Immediately notify ENGINEER of the occurrence of any Site accidents,
emergencies, acts of God endangering the Work, damage to property by fire or
other causes, or the discovery of any Constituent of Concern
oo. Payment Request — Not Included
pp. Completion
qq. Participate in a final inspection in the company of ENGINEER, CITY, and
Contractor and prepare a final list of items to be completed and deficiencies to be
remedied
rr. Observe whether all items on the final list have been completed or corrected and
make recommendations to ENGINEER concerning acceptance and issuance of
the Notice of Acceptability of the Work
ss. Resident Project Representative shall not:
tt. Authorize any deviation from the Contract Documents or substitution of materials
or equipment (including "or -equal" items)
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 24 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
uu. Exceed limitations of ENGINEER's authority as set forth in the Agreement or the
Contract Documents
vv. Undertake any of the responsibilities of a Contractor, subcontractors, suppliers,
or a Contractor's superintendent
ww. Advise on, issue directions relative to, or assume control over any aspect of the
means, methods, techniques, sequences or procedures of the Contractor's work
unless such advice or directions are specifically required by the Contract
Documents
xx. Advise on, issue directions regarding, or assume control over safety practices,
precautions and programs in connection with the activities or operations of CITY
or Contractor
yy. Participate in specialized field or laboratory tests or inspections conducted off -
site by others except as specifically authorized by ENGINEER
zz. Accept Shop Drawings or submittals from anyone other than Contractor
aaa. Authorize CITY to occupy a Specific Project in whole or in part
bbb. Through such observations of Contractor's work in progress and field
checks of materials and equipment by the RPR, ENGINEER shall endeavor to
provide CITY a greater degree of confidence that the completed Work will
conform in general to the Contract Documents. However, ENGINEER shall not,
during such visits or as a result of such observations of Contractor's work in
progress, supervise, direct, or have control over Contractor's work, nor shall
ENGINEER have authority over or responsibility for the means, methods,
techniques, equipment choice and usage, sequences, schedules, or procedures
of construction selected by Contractor, for safety precautions and programs
incident to Contractor's work, nor for any failure of Contractor to comply with laws
and regulations applicable to Contractor's furnishing and performing the Work.
Accordingly, ENGINEER neither guarantees the performance of any Contractor
nor assumes responsibility for any Contractor's failure to furnish and perform its
work in accordance with the Contract Documents.
5. Recommendations with Respect to Defective Work
a. Provide recommendations to CITY that Contractor's work be disapproved and
rejected while it is in progress if, on the basis of site visit evaluations, the
ENGINEER believes such work will not produce a completed Project that
conforms generally to Contract Documents or that it will prejudice the integrity of
the design concept of the completed Project as a functioning whole as indicated
in the Contract Documents. Notwithstanding the foregoing, the CITY reserves the
right to disapprove or reject Contractor's work without a recommendation from
the ENGINEER.
6. Clarifications and Interpretations
a. Issue necessary clarifications and interpretations of the Contract Documents to
CITY as appropriate to the orderly completion of Contractor's work. Such
clarifications and interpretations will be consistent with the intent of the Contract
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 25 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
Documents. Any orders authorizing variations from the requirements of the
Contract Documents will be made by CITY.
7. Change Orders
a. Recommend change orders to CITY, as appropriate.
b. Review and make recommendations related to Change Orders submitted or
proposed by the Contractor.
8. Shop Drawings and Samples
a. Review and approve or take other appropriate action in respect to Shop
Drawings and Samples and other data which Contractor is required to submit,
but only for conformance with the information given in the Contract Documents
and compatibility with the design concept of the completed Project as a
functioning whole as indicated in the Contract Documents. Such review and
approvals or other action will not extend to means, methods, techniques,
equipment choice and usage, sequences, schedules, or procedures of
construction or to related safety precautions and programs.
9. Substitutes and `or -equal"
a. Evaluate and determine the acceptability of substitute or "or -equal" materials and
equipment proposed by Contractor in accordance with the Contract Documents,
but subject to the provisions of applicable standards of state or local government
entities.
b. Provide recommendations to the CITY
10. Material Testing Coordination and Evaluation
a. Maintain Report Log
b. ENGINEER will maintain a log of test results as they are received.
c. Coordination with Testing Lab and City
d. ENGINEER will coordinate with Testing Lab regarding any discrepancies as well
as timing of proposed testing. ENGINEER will notify CITY of failed tests.
e. Review of Testing Reports
f. ENGINEER will review materials testing reports as they are received to
determine conformance with the Construction Contract Documents, and whether
further clarification is required from the Testing Lab.
g. Limitation of Responsibilities
h. ENGINEER shall not be responsible for the acts or omissions of the City's testing
lab. ENGINEER shall not have the authority or responsibility to direct the work of
the City's testing lab
11. Disagreements between CITY and Contractor
a. As necessary, the ENGINEER will, with reasonable promptness, render initial
written decision on all claims of the CITY and Contractor relating to the
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 26 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
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CITY PROJECT NO. 104484
acceptability of Contractor's work or the interpretation of the requirements of the
Contract Documents pertaining to the progress of the Contractor's work. In
rendering such decisions, the ENGINEER will be fair and not show partiality to
the CITY or Contractor and will not be liable in connection with any decision
rendered in good faith in such capacity. The initial decision of the ENGINEER
shall be required as a condition precedent to mediation or litigation of any claim
arising prior to the date final payment is due to the Contractor, unless thirty (30)
days have passed after a claim has been referred to the ENGINEER with no
decision having been rendered.
12. Final Walkthrough and Punchlist Preparation
a. Attend final walkthrough with Contractor and the CITY to determine if the
completed work of Contractor is generally in accordance with the Contract
Documents.
b. Limitation of Responsibilities: The ENGINEER will not be responsible for the acts
or omissions of any Contractor, or of any of their subcontractors, suppliers, or of
any other individual entity performing or furnishing the work. The ENGINEER will
not have the authority or responsibility to stop the work of any Contractor.
c. Compile punch list from information gathered during final walkthrough with the
CITY and Contractor.
13. Limitation of Responsibilities. ENGINEER shall not be responsible for the acts or
omissions of any Contractor, or of any of their subcontractors, suppliers, or of any
other individual or entity performing or furnishing the Work. ENGINEER shall not
have the authority or responsibility to stop the work of any Contractor.
6.3 Record Drawings
A. The ENGINEER shall prepare Record Drawings from information provided by the CITY
depicting any changes made to the Final Drawings during construction
B. The ENGINEER shall modify the Final Drawings electronically and shall place a stamp
on the plans indicating that they represent Record Drawings of the project as
constructed. The stamp shall be signed and dated by the ENGINEER and shall be
placed on each plan sheet, whether there are any revisions on the sheet or not. Each
sheet shall clearly indicate all changes which apply to that sheet by clouding and
numbering, or other suitable means.
C. The following disclaimer shall be included with the Record Drawing stamp:
1. These Record Drawings were prepared using information provided by others and
represent the as constructed conditions to the extent that documented changes were
provided for recording. The ENGINEER assumes no liability for undocumented
changes and certifies only that the documented changes are accurately depicted on
these drawings.
D. The ENGINEER shall submit a set of sealed Final Drawings, modified and stamped as
Record Drawings, on mylar for record storage. The ENGINEER may keep copies of the
information provided by the CITY for their files, but all original red -lined drawings shall be
returned to the CITY with the mylars.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 27 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
E. PDF files shall be uploaded to the project's Record Drawings folder in e-Builders.
6.4 Assumptions
A. One (1) construction contract will be awarded for each Project Part.
B. ENGINEER will provide up to two (2) exhibits for one (1) virtual public meeting for each
contract and prepare a listing of names and addresses of residents and businesses
affected by the project.
C. Ten (10) RFI's are assumed for each contract.
D. Two (2) Change Orders are assumed for each contract.
E. Thirty (30) Shop Drawings reviews are assumed for each contract.
F. One (1) evaluation of substitutes is included for each contract.
G. Twenty-eight (28) Site Observation Visits are assumed.
H. One (1) PDF copy of full size (22"x34") record drawing plans will be delivered to the
CITY for each construction contract.
6.5 Deliverables
A. Public meeting exhibits
B. Fifty-six (56) Progress Meeting Agendas and Notes
C. Responses to Contractor's Requests for Information
D. Review of Change Orders
E. Review of shop drawings
F. Record Drawings on PDF
TASK 7. ROW/EASEMENT SERVICES
ENGINEER will support and perform activities related to ROW and land as outlined below, per scoping
direction and guidance from the CITY's Project Manager.
7.1 Right -of -Way Research
A. The ENGINEER shall determine rights -of -way, easements needs for construction of the
project. Required permanent easements will be identified based on available
information and recommendations will be made for approval by the CITY.
7.2 Right-of-Way/Easement Preparation and Submittal.
A. The ENGINEER shall prepare documents to be used to obtain right-of-way and
permanent easements required to construct the improvements.
B. The ENGINEER shall submit the right-of-way and/or easement documents to CITY PM
for real property acquisition
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 28 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
C. The documentation shall be provided in conformance with the checklists and templates
available on the CITY's e-Builders site.
ASSUMPTIONS
• Up to thirty (30) Easements (permanent or temporary construction easement) or right-of-way
documents will be prepared.
• CITY will provide Appraisals and Easement Acquisition services
DELIVERABLES
A. Easement exhibits and metes and bounds provided on CITY forms.
B. Temporary Right of Entry Letters
TASK 8. SURVEY
ENGINEER will provide survey support as follows.
8.1 Design Survey
A. ENGINEER will perform field surveys to collect horizontal and vertical elevations and
other information needed by ENGINEER in design and preparation of plans for the
project. Information gathered during the survey shall include topographic data,
elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of
buried utilities, structures, trees 6-in and larger (measure caliper, identify overall canopy,
and have qualified arborist identify species of trees), and other features relevant to the
final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot
elevations will be shown on intersection layouts with cross slope to fit intersecting grade
lines.
B. The alignment centerline (or offset, as appropriate) will be staked in the field for areas of
the alignment not adjacent to street right-of-way.
C. The minimum survey information to be provided on the plans shall include the following:
a. A Project Control Sheet, showing ALL Control Points, used or set while gathering
data. Generally, on a scale of not less than 1:400:
b. The following information about each Control Point;
i. Identified (Existing. CITY Monument #8901, PK Nail, 5/8" Iron Rod)
ii. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing
base. Z coordinate on CITY Datum only.
iii. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of
North Side Drive at the East end of radius at the Southeast corner of North Side
Drive and North Main Street).
CITY OF FORT WORTH, TEXAS
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REVISION DATE: 08.22.14
PAGE 29 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
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CITY PROJECT NO. 104484
c. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same
coordinate system, as the Control.
d. No less than two horizontal benchmarks, per line or location.
e. Bearings given on all proposed centerlines, or baselines.
f. Station equations relating utilities to paving, when appropriate.
8.2 Temporary Right of Entry Preparation and Submittal
A. Temporary Right of Entry will be provided by the ENGINEER as described in Task 7.
8.3 Subsurface Utility Engineering (SUE):
A. The SUE shall be performed in accordance with Cl/ASCE 38-02.
B. Four different levels of SUE are identified. The following is a description of each level of
SUE used on this project.
a. Level D — Collect level D as part of this scope of services.
b. Level C
i. Field locate and obtain horizontal position of visible utility surface features for all of
the utility systems described within Level D.
c. Level B
i. Indicate by marking with paint, the presence and approximate horizontal location
of subsurface utilities using geophysical prospecting techniques, including
electromagnetic, sonic, and acoustical techniques.
ii. Approximately 4 days of direct buried utilities are identified for Level B location.
d. Level A
i. Location (Test Hole) Services: Locating the horizontal and vertical position of
the utility by excavating a test hole using vacuum excavation techniques and
equipment. In performing locating (test hole) services ENGINEER will:
ii. Excavate two 2 test holes to expose the utility to be measured in such a
manner that ensures the safety of the excavation and the integrity of the utility
to be measured. Excavations will be performed using specially developed
vacuum excavation equipment that is non-destructive to existing facilities. If
contaminated soils are discovered during the excavation process, the
ENGINEER will notify the CITY.
Obtain X, Y and Z information at each test hole.
ASSUMPTIONS
Topographic survey will be extended 50-ft on either side of selected alignment.
Topographic survey at intersection will include no more than 100 ft. in each direction.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 30 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
• Level A Subsurface Utility Engineering will be performed for up to two (2) locations and 4 days of
Level B Subsurface Utility Engineering.
DELIVERABLES
A. Copies of field survey data and notes signed and sealed by a licensed surveyor.
B. Drawing of the project layout with dimensions and X, Y, and Z coordinate list., when
applicable.
C. SUE records and measurements will be uploaded to e-Builders.
TASK 9. PERMITTING
9.1 TXDOT
A. Prepare two (2) permits for utilities accommodation within TxDOT ROW in accordance
with the TXDOT UAR.
9.2 Railroads
A. Coordinate zero (0) railroad crossings.
9.3 Tarrant Regional Water District (TRWD) and U.S. Army Corp of Engineers (USACE)
A. Prepare one (1) submittal to TRWD/USACE for each project consisting of the following:
1. Digital copies of each CITY PROJECT Part submittal (Conceptual, Preliminary, 90
percent and 100 percent Construction Plans) and provide to TRWD for review and
comment.
2. Review and respond to one set of DR Checks comments for each submittal.
9.4 Park Land Conversion
A. The ENGINEER will prepare and submit two (2) City of Fort Worth Park's Department
Conversion Application including the following:
1. One (1) aerial exhibit indicating existing easements, tree save/removal areas,
construction staging and storage areas, landscape areas, fences, signs, access
points and all alternate alignment options. Proposed pipeline should be labeled with
pipe size, linear footage of pipe, width of easement and boring/open cut locations.
2. One (1) CD including snapshot size color photographs of the existing conditions of
the park property.
3. Explanation of use for any park road or property identifying duration and frequency of
anticipated use as well as types of vehicles that will require access. Necessary
signage plans and anticipated disruptions to traffic will also need to be submitted.
4. Proposed preservation, security, environmental protection and restoration plans for
all staging and storage areas.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 31 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
5. Letter of Request for Conversion
6. Letter of Permission to Survey
7. 8.5" x 11" Survey Exhibit for Park Board
B. Legal Description, Copy of Deed and Copy of Plat/Abstract
C. Stake proposed alignment, permanent boring locations and temporary workspaces for
final approval.
9.5 United States Army Corps of Engineers (USACE) Permitting
A. Cultural resource compliance (Section 106) — Part 13 Clear Fork Trinity River Crossing
1. Archeological Services
a. Conduct a search of the Texas Archeological and Historic Sites Atlas, maintained
by the THC and Texas Archeological Research Laboratory (TARL) to identify
previously documented archeological sites, cemeteries, historical markers,
properties and districts listed on the National Register of Historic Places (NRNP),
and State Antiquities Landmarks (SALs). Results of the search will be integrated
with soil information, topographic maps, aerial photographs, and other pertinent
data into an Agency Coordination letter on behalf of the Tarrant Regional Water
District and the City of Fort Worth. A recommendation of no additional
archeological investigation or archeological monitoring during the bore pit
excavation will be made at this level.
b. Much of this area has been previously investigated and numerous impacts have
occurred, including the straightening of the Trinity River at this location.
However, if either the USACE or THC require the monitoring investigation,
ENGINEER will follow the current guidelines as developed by the Council of
Texas Archeologists and approved by the THC in April 2020. Archeological
monitoring will only be conducted at the proposed bore pits to a depth of no more
than 15 feet, as that level is well outside of cultural bearing strata as has been
identified in previous archeological investigations in the same area. As the bore
pits are being excavated, ENGINEER will watch for indication of archeological
deposits, artifacts, or features that may occur within the bore pits. Photographs
and detailed notes will be taken of each monitored bore pit, cultural aspects will
be documented as observed. Should additional information be required a small
sample of the aspect will be inspected more closely.
c. A report of the findings will be prepared and submitted to the THC and USACE
for review and concurrence. Final reports will be submitted once concurrence is
received and submitted to THC. Survey shapefiles will be submitted to both THC
and TARL for uploading to the Atlas in order to assist future researchers.
TASK 10. HOLLY ANALYSIS
There is no scope for the Holly Analysis included in this contract
TASK 11. DEVELOPMENT ANALYSIS
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 32 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
11.1 Development Review Assistance
A. Provide assistance for upcoming development projects in the Panther Island, Cultural
District, and Downtown Areas. Based upon the recommended design criteria, the
ENGINEER will assist the CITY to help determine what infrastructure improvements will
be required associated with proposed developments. As an example, the ENGINEER
will:
1. Review developer's water system analysis and input data into Holly water system
model to analyze the impact of development to the existing water system,
2. Review developer's sanitary sewer analysis and input data into drainage basin to
analyze the impact of development to the existing sanitary sewer system,
3. Prepare opinions of probable construction costs associated with the recommended
infrastructure improvements,
4. Attend Community Facilities Agreement (CFA) or Pre -Development Conference
meetings when requested, and
5. Review calculations associated with domestic and fire services for the proposed
facilities.
TASK 12. USACE FORT WORTH CENTRAL CITY CONSTRUCTION PROJECTS
There is no scope for the USACE FWCC construction projects included in this contract.
TASK 13. HAM BRANCH STUDY
There is no scope for the Ham Branch Study included in this contract.
TASK 14. PANTHER ISLAND SANITARY SEWER MASTER PLAN
There is no scope for the Panther Island Sanitary Sewer Master Plan included in this contract.
TASK 15. ADDITIONAL SERVICES
There is no scope for the Additional Services included in this contract.
TASK 16. PANTHER ISLAND REVISIONING
16.1 Panther Island Revisioning
A. Provide assistance for the revisioning of Panther Island. The ENGINEER will:
1. Attend meetings with CITY, and other Panther Island Revisioning project partners.
2. Prepare documents associated with the Panther Island Revisioning as directed by
the CITY.
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 33 OF 34
ATTACHEMENT A
DESIGN SERVICES FOR
FORT WORTH CENTRAL CITY PROJECT WATER AND SANTIARY SEWER RELOCATIONS
CITY PROJECT NO. 104484
CITY and ENGINEER agree that the following services are beyond the Scope of Services described in
the Tasks above. However, ENGINEER can provide these services, if needed, upon the CITY's written
request. Any additional amounts paid to the ENGINEER as a result of any material change to the
Scope of the PROJECT shall be agreed upon in writing by both parties before the services are
performed. These additional services include the following:
A. Preparation of Permitting Documents and Coordination for Permits, not listed in Scope of
Services.
B. Negotiation of easements or property acquisition.
C. Services related to development of the CITY's project financing and/or budget.
D. Services related to disputes over pre -qualification, bid protests, bid rejection and
rebidding of the contract for construction.
E. Construction management and inspection services
F. Performance of materials testing or specialty testing services.
G. Services necessary due to the default of the Contractor.
H. Services related to damages caused by fire, flood, earthquake or other acts of God.
I. Services related to warranty claims, enforcement and inspection after final completion.
J. Services to support, prepare, document, bring, defend, or assist in litigation undertaken
or defended by the CITY.
K. Performance of miscellaneous and supplemental services related to the PROJECT as
requested by the CITY.
CITY OF FORT WORTH, TEXAS
ATTACHMENT A
REVISION DATE: 08.22.14
PAGE 34 OF 34
EXHIBIT "B-1"
ENGINEER INVOICE
(Supplement to Attachment B)
Design Services for
Fort Worth Central City Water & Sanitary Sewer Relocations
City Project No. 104484
Lump Sum Project
Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $2,448,100.00 as
summarized in Exhibit B-1 — Engineer Invoice and Section IV — Summary of Total
Project Fees. The total lump sum fee shall be considered full compensation for
the services described in Attachment A, including all labor materials, supplies, and
equipment necessary to deliver the services.
B. The ENGINEER shall be paid monthly payments as described in Section II -
Method of Payment.
II. Method of Payment
A. Partial payment shall be made to the ENGINEER monthly upon City's approval of
an invoice prepared and submitted by the ENGINEER in the format and including
content as presented in Exhibit B-1, Progress Reports as required in item 111. of
this Attachment B, and Schedule as required in Attachment D to this Agreement.
B. The estimated current physical percent complete as required on the invoice shall
be calculated from the progress schedule as required in Attachment D to this
Standard Agreement and according to the current version of the City of Fort
Worth's Schedule Guidance Document.
C. The cumulative sum of such monthly partial fee payments shall not exceed the
total current project budget including all approved Amendments.
D. Each invoice shall be verified as to its accuracy and compliance with the terms of
this Agreement by an officer of the ENGINEER.
III. Progress Reports
A. The ENGINEER shall prepare and submit to the designated representative of the
Water Department monthly progress reports and schedules in the format
required by the City.
ATTACHMENT B
COMPENSATION
IV. Summary of Total Project Fees
Firm
Primary Responsibility
Prime Consultant
Kimley-Horn and
Design Management,
Associates, Inc.
Conceptual Design,
Preliminary Design, Final
Design, Bidding, and
Construction
Proposed MBE/SBE Sub
-Consultants
Gorrondona &
Survey
Associates, Inc.
The Rios Group
Subsurface Utility Engineering
Jaster-Quintanilla, LLP
Structural Engineering
Geisler Partners
Civil Engineering
Consulting Engineers
PIC Printing, LLC
Printing
Non-MBE/SBE Sub -Consultants
CMJ, Inc.
Geotechnical Investigation
Riner Engineering, Inc.
Geotechnical Investigation
Bennett Trenchless
Structural Engineering
Engineers
Black Mesa
Cathodic Design
Engineering &
Consulting, PLLC
Stantec Consulting
Environmental Permitting
Services Inc.
V&A Consulting
Odor Control
Engineers, Inc.
Project Number & Name
CPN 104484 — Fort Worth Central City
Water & Sanitary Sewer Relocations
City MBE/SBE Goal = 10%
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 8.09.2012
Page 3 of 4
TOTAL
Fee Amount
$1,752,288 71.6
$130,400 5.3
$10,000
0.4
$95,665
3.9
$180,330
7.4
$8,200 0.4
$17,800
0.7
$15,150
0.6
$155,147
6.3
$25,000 1.0
$33,120 1.4
$25,000 1.0
100%
Total Fee MBE/SBE Fee MBE/SBE
$2,448.100 $424.595 17.3%
Consultant Committed Goal = 10%
B-3
EXHIBIT "B-1"
ENGINEER INVOICE
(Supplement to Attachment B)
Insert required invoice format following this page, including negotiated total budget and
allocations of budgets across desired work types and work phases.
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 8.09.2012
Page 4 of 4
C d
Professional Services Invoice Project Manager: ILiam Conlon
Project: Fort Worth Central City Water & Sanitary Sewer Relocations
City Project #: 104484 1
City Sec Number:
Company Name: IKimley-Horn and Associates, Inc.
Supplier's PM: Carl DeZee
Supplier Invoice #:
Payment Request #:
Service Date:From
Service Date:To
Invoice Date:
Supplier Instructions:
Summary
Fill in green cells including Invoice Number, From and To Dates and the included worksheets
When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the
Consultant folder within Project's folder.
email: Carl.Dezee' imlev-horn.com
Office AddreSS 801 Cherry St., Unit 11 Suite 1300, Fort Worth, TX 76102
Telephone: 817-339-2287
Fax: 817-335-5070
Remit Address P.O. Box 951640, Dallas, Texas 75395-1640
Agreement LTD
Agreement Amendment
Amount to Completed Percent ($) Invoiced Current
Remaining
Sheet
FID and Work Type Description Amount Amount
Date Amount Spent Previously Invoice
Balance
Work Type 1
Water $595,512.00
$595,512.00
$595,512.00
Work Type 2
Sewer $1,852,588.00
$1,852,588.00
$1,852,588.00
Work Type 3
Work Type 4
Work Type 5
Work Type 6
Totals This Invoice $2A48.100.00 $2.448.100.00 $2.448.100.00
Overall Percentage Spent:
Professional Services Invoice Project Manager: Liam Conlon
Project: Fort Worth Central City Water & Sanitary Sewer Relocations
City Project #: 104484
Work Type Desc: lWater Supplier Instructions:
FID:
City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Ouanities
Purchase Order: When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the
Consultant folder within Project's folder.
Company Name: Kimley-Horn and Associates, Inc.
Supplier's PM: Carl DeZee
Supplier Invoice #:
Payment Request #:
Service Date:From
Service Date:To
Invoice Date:
Pay Items
30 - Desiqn
Description
Totals This Unit
email: Carl.Dezee@kimley-horn.com
Office Address: 801 Cherry St., Unit 11 Suite 1300, Fort Worth, TX 76102
Telephone: 817-339-2287
Fax: 817-335-5070
Remit P.O. Box 951640, Dallas, Texas 75395-1640
Address:
Agreement LTD
Agreement Amendment Amendment Amount to Completed
Amount Number Amount Date Amount
$595,512.00 $595,512.00
$595,512.0o
$595,512.00
Overall Percentage Spent:
Percent ($) Invoiced I Current
Spent Previously Invoice
Remaining
Balance
$595,512.00
$595,512.00
Professional Services Invoice Project Manager: Liam Conlon
Project: Fort Worth Central City Water & Sanitary Sewer Relocations
City Project #: 104484
Work Type Desc: ISewer Supplier Instructions:
FID:
City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Quanities
Purchase Order: When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the
Consultant folder within Project's folder.
Company Name: Kimley-Horn and Associates, Inc.
Supplier's PM: Carl Dezee
Supplier Invoice #:
Payment Request #:
Service Date:From
Service Date:To
Invoice Date:
Pay Items
30 - Desiqn
Description
Totals This Unit:
email: Carl.Dezee@kimley-horn.com
Office Address 801 CherrySt., Unit 11 Suite 1300, FortWorth, TX 76102
Telephone: 817-339-2287
Fax: 817-335-5070
Remit P.O. Box 951640, Dallas, Texas 75395-1640
Address:
Agreement LTD
Agreement Amendment Amendment Amount to Completed
Amount Number Amount Date Amount
$1,852,588.00 $1,852,588.00
$1,852,588.0o
$1,852,588.0o
Overall Percentage Spent:
Percent ($) Invoiced
Spent Previously
Current Remaining
Invoice Balance
$1,852,588.00
$1,852,588.0o
Task No. Task Description
1.0 IDesign Management
Program Management
Hart b Beach b4-Inch Water Line
Hart 13 Bypass channel Segment U
Fart 14 Bypass Channel Segment C
Hart 24 University
Fart 2b Clear cork Isolation Gate
2.0 konceptual Design (sd i )
Hrogram lvlanagement
Fart b Beach 54-inch Water Line
Fart 13 Bypass Channel Segment D
Fart 14 Bypass Channel Segment G
Hart 24 University
Part 25 Clear Fork Isolation Gate
3.0 (Preliminary Uesign (eU%)
Program Management
Part 5 Beach 54-inch Water Line
Part 13 Bypass Channel Segment D
Part 14 Bypass channel Segment G
Part 24 University
Hart 2b clear Fork Isolation Gate
4.0 IFinal Uesign (9u%and 1uu%)
Program lvlanagement
Hart b Beach b4-inch Water Line
Part 13 Bypass Channel Segment D
Part 14 Bypass Channel Segment G
Part 24 University
Part 2b Clear Fork Isolation Gate
5.0 Bid Phase Services
Program Management
Part b Beach 54-inch Water Line
Part 13 Bypass Channel Segment D
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FW WTR Official Release Date: 8.09.2012
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Sum
City Project No. 104484
Labor (hours)
Principal
Project Project EIT Technical Admin Total Labor
Manager Engineer Support Cost
Kate $370.00 $350.00 $295.00 $245.00 $150.00 $145.00-
1 01 3821 2501 1661 01 47 $255,506
0 382 250 166 0 47 $255,500
6 0 6 0 6 0 $0
0 0 0 0 0 0 $0
0 0 0 0 0 0 $0
0 0 0 0 0 0 $0
0 0 0 0 0 0 $0
I01 211 601 701 01 0 $42,500
0 0 0 0 0 0 $0
0 0 0 0 0 0 $6
0 0 0 0 0 0 $0
0 0 0 0 0 0 $0
0 21 60 70 0 0 $42,500
6 0 6 0 6 $0
I01 441 981 701 01 0 $62,200
0 0 0 0 0 0 $0
6 0 6 0 6 0 $0
0 0 0 0 0 0 $0
0 0 0 0 0 0 $6
0 44 98 70 0 0 $62,200
0 0 0 0 0 0 $0
I 41 1671 4281 5831 01 4 $331,406
0 0 0 0 0 0 $0
0 0 0 0 0 0 $0
4 167 428 586 6 $331,400
6 0 6 0 6 0 $0
0 0 0 0 0 0 $0
0 0 0 0 0 0 $6
0 37 63 16 0 10 $37,200
0 0 0 0 0 0 $0
0 0 0 0 0 0 $0
0 37 63 16 0 10 $37,200
Expense
Subconsultant
Travel /
Total
Task Sub
MWBE
Non-MWBE Markup
Reproduction /
Expense
Cost
Total
Fees /Permitting
$6,110
$0
$6901
$5,0001
$11,800
$267,30
$0
$0
$0
$5,00
$5,000
$260,50
$6
$0 $6
$o
$0
$
$0
$0 $0
$0
$0
$
$0
$0 $0
$0
$0
$
$6,110
$0 $690
$0
$6,800
$6,80
$0
$0 $0
$0
$0
$
$81,0501
$01 $8,1501
$0
$89,200
$131,70
$0
$0 $0
$0
$0
$
$0
$0 $0
$0
$0
$
$0
$0 $0
$0
$0
$
$0
$0 $0
$0
$0
$
$81,050
$0 $8,150
$0
$89,200
$131,70
$0
$0 $6
$o
$0
$
$88,8001
$42,8001 $13,2001
$0
$144,800
$207,00
$0
$0 $0
$0
$0
$
$6
$0 $6
$o
$0
$
$0
$0 $0
$0
$0
$
$0
$0 $0
$0
$0
$
$88,800
$42,800 $13,200
$0
$144,800
$207,00
$0
$0 $0
$0
$0
$
$70,1701
$104,8301 $17,4501
$0
$192,450
$523,85
$0
$0 $0
$0
$0
$
$0
$0 $0
$0
$0
$
$70,176
$104,836 $17,456
$
$192,450
$523,85
$6
$0 $6
$o
$0
$
$0
$0 $0
$0
$0
$
$0
$0 $0
$0
$0
$
$9,700 $10,100 $1,600 $0 $21,400 $58,60
$0 $0 $0 $0 $0 $
$0 $0 $0 $0 $0 $
$9,700 $10,100 $1,600 $0 $21,400 $58,60
2/14/2024
Page 1 of 3
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Sum
City Project No. 104484
Labor (hours)
Task Description
Project
Project
Technical
Total Labor
Task No.
Principal
Manager
Engineer
EIT
Admin
Support
Cost
Mate $370.00
$350.00
$295.00
$245.00
$150.00 $145.00
Fart 14 Bypass Channel Segment C
0
0
0
0
0
0
$0
Part 24 University
0
0
0
0
0
0
$6
Fart 2b Clear Fork Isolation Gate
0
0
0
0
0
0
$0
6.0
(Construction Phase Services
I 0
3611
9061
8791
8761
0
$741,000
Hrogram Management
0
0
0
0
0
0
$0
Fart b Beach b4-mch Water Line
0
0
0
0
0
0
$0
Hart 13 Bypass Channel Segment D
0
0
0
0
0
0
$0
Hart 14 Bypass Channel Segment G
I
361
906
879
876
$741,000
Hart 24 University
6
0
6
0
6
0
$0
Hart 2b Clear Fork Isolation Gate
0
0
0
0
0
0
$0
7.0
IKUV1lrtasement Services
I 0
171
341
611
01
0
$31,000
Hrogram Management
0
0
0
0
0
0
$0
Hart b Beach 54-inch Water Line
0
0
0
0
0
0
$6
Hart 13 Bypass Channel Segment D
0
6
12
30
0
0
$13,000
Hart 14 Bypass Channel Segment C
0
3
6
6
0
0
$4,300
Hart 24 University
0
8
16
25
0
0
$13,700
Hart 25 Clear Fork Isolation Gate
6
0
6
0
6
$0
8.0
Iburvey and but Services
I 01
21
81
81
01
0
$5,200
Hrogram Management
0
0
0
0
0
0
$0
Hart 5 Beach 54-inch Water Line
6
0
6
0
6
0
$0
Hart 13 Bypass Channel Segment D
0
0
0
0
0
0
$0
Hart 14 Bypass Channel Segment C
0
0
0
0
0
0
$6
Hart 24 University
0
2
8
8
0
0
$5,200
Hart 2b Clear Fork Isolation Gate
0
0
0
0
0
0
$0
9.0
IHermittmg
1 0
371
111
1551
0
0
$84,100
Program Management
0
0
0
0
0
0
$0
Hart b Beach b4-mCh Water Line
0
0
0
0
0
0
$0
Hart 13 Bypass Channel Segment D
27
61
95
J
0
$53,300
Hart 14 Bypass Channel Segment G
0
0
6
0
$0
Hart 24 University
0
10
42
60
0
0
$30,800
Hart 2b Clear Fork Isolation Gate
0
0
0
0
0
0
$6
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FW WTR Official Release Date: 8.09.2012
Expense
Subconsultant Travel / Total Task Sub
Reproduction / Expense Total
MWBE Non-MWBE Markup p Fees /Permitting Cost
$0 $0 $0 $0 $0 $
$0 $0 $0 $0 $0 $
$0 $0 $0 $0 $0 $
$23,5951
$80,3671
$10,1381
$6,650
$120,750
$861,75
$0
$0
$0
$0
$0
$
$0
$0
$0
$0
$0
$
$0
$0
$0
$0
$0
$
$23,595
$80,367
$10,136
$6,65
$120,750
$861,75
$6
$0
$6
$0
$0
$
$0
$0
$0
$0
$0
$
$58,6001
$01
$6,0001
$0
$64,600
$95,60
$0
$0
$0
$
$0
$
$0
$0
$0
$0
$
$
$25,300
$0
$2,550
$0
$27,850
$40,85
$4,500
$0
$450
$0
$4,950
$9,25
$28,800
$0
$3,000
$0
$31,800
$45,50
$6
$0
$6
$
$0
$
$71,8001
$01
$7,2001
$0
$79,000
$84,20
$0
$0
$0
$0
$0
$
$0
$0
$6
$0
$0
$
$0
$0
$0
$0
$0
$
$0
$0
$0
$0
$
$
$71,800
$0
$7,200
$0
$79,000
$84,20
$0
$0
$0
$0
$0
$
$14,7701
$33,1201
$4,9101
$0
$52,800
$136,90
$0
$0
$0
$0
$0
$
$0
$0
$0
$0
$0
$
$5,000
$33,126
$3,880
$
$42,000
$95,30
$0
$0
$6
$0
$0
$
$9,770
$0
$1,030
$0
$10,800
$41,60
$0
$0
$0
$0
$ 1
$
2/14/2024
Completed Percent
Amount Complete
t
Page 2 of 3
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Sum
City Project No. 104484
Labor (hours)
Expense
Task Description
Task No. Principal
Kate $370.00
Project
Manager
$350.00
Project
Engineer
$295.00
EIT
$245.00
Technical
Support
$150.00
Total Labor Subconsultant
Admin
Cost MWBE Non-MWBE Markup
$145.00
Total
Travel / Task Sub
Expense
Reproduction / Cost Total
Fees /Permitting
11.0
Development Assistance
0
40
30
30
0
2
$30,500
$0
$0
$0
$700
$700
$31,200
Development Assistance
0
40
30
30
0
2
$30,500
$0
$0
$0
$700
$700
$31,200
16.0
an er s an evisiomng
0
60
50
50
0
3
$48,500
$0
$0
$0
$1,500
$1,500
$50,000
an er son evisioning
0
60
50
50
0
3
$48,500
$0
$0
$0
$1,500
$1,500
$50,000
u o a
4
1168
2038
2088
876
66
rl—,669,l 00,742-4,5951
$271,217
$69,3381
13,850
779,000
1 2,448,100
2/14/2024
Completed Percent
Amount Complete
Totals:1 $2,448,100
1 $0.001 0.00%
Water Line Footage 7,9701 37%
Sewer Line Footage 13,7751 63 %
21,745 100%
(A) Total Fee $2,448,100
(B) Survey Fee $84,200
(C) Total Fee (-) survey Fee $2,363,900
Water Fee (34 % of C) ISewer Fee (66 % of C
$529,836.00 $1,834,064.00
Project Summary
PM
$341,700
Total Hours 6,240
Part 5
$0
Description WP Water Sewer
Total Labor $1,669,100
Part 13
$718,600
Design 30 $595,51eZ00 $1,852,588.00
Total Expense $779,000
Part 14
$871,000
Total $2,448, 00.00
MWBE Subconsultant $424,595
Part 24
$516,800
Non-MWBE Subconsultant $271,217
Part 25
$0
Water Sewer
Total
MWBE Participation 17.3%
Sum
$2,448,100
FWCC $407'945.00 $1,621,835.00
$2,029,780.00
1 Non-FWCC $187,567.00 $230,753.00
$418,320.00
M/WBE Goal 10%
Total $595,512.00 $1,852,588.00
$2,448,100.00
Amendments
No. 1 June 2024 - Parts 5 & 13 Construction and Design Management
No. 2 October 2025 - Part 24 Construction, Part 25 Design, and Design Management
No. 3 March 2027 - Part 25 Construction
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FW WTR Official Release Date: 8.09.2012
Page 3 of 3
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Program Management
City Project No. 104484
Labor(hours)
Expense
Task Description
Task No. Principal
htatE9 $370.00
Project
Manager
$350.00
Project
Engineer
$295.00
EIT
$245.00
Technical
Support
$150.00
Total Labor Subconsultant
Admin Cost MWBE Non-MWBE Markup
$145.00
Travel / Total Task Sub
Reproduction / Expense Total
Cost
Fees /Permitting
1.0 Design Management - 12 months 0 3821 250 1661 0 47
1.1 Kick-off Meetings (1 - Parts 24) 2 2 4 2
1.2 Regular Period Meetings
1.2.1 Monthly City Progress Meetings 36 18 18
1.2.2 Semi-monthly TRWD PDT Meetings 72 72 36 18
1.2.3 Monthly Franchise Utility Meetings 18
1.2.4 Monthly TRWD/City PM Progress Meetings 72
1.2.5 Quarterly USACE Coordination Meetings 9 5
1.3 City Reporting
1.3.1 Prepare Monthly Progress Reports 9 9
1.3.2 Monthly Schedule Update 9
1.3.3 M/WBE Reporting 9 18
1.3.4 Invoicing
1.4 TRWD Program Reporting
1.4.1 Project Cost Monthly Update 18 9
1.4.2 Monthly City Actuals 9 18 18
1.4.3 Monthly Contracted & Reimbursement Tracking g 18 18
Yearly TRWD Request for Reimbursement 20 24 24
1.4.4 Quarterly CIP Coordination 24
1.4.5 Quarterly TRWD Schedule Review 12 12 12
1.5 Coordination with other City Consultants 54 72 36
$255,500
$0
$01
$0
$5,000
$5,000
$260,500
$2,600
$2,000
$1,500
$1,500
$0
$2,600
$0
$2,000
$2,000
$22,400
$0
$22,400
$57,900
$0
$57,900
$6,300
$0
$6,300
$25,200
$0
$25,200
$4,700
$0
$4,700
$0
$1,500
$1,500
$4,500
$0
$4,500
$3,200
$0
$3,200
$5,800
$0
$5,800
$0
$0
$0
$0
$1,500
$1,500
$9,000
$0
$9,000
$12,900
$0
$12,900
$12,900
$0
$12,900
$20,000
$0
$20,000
$8,400
$0
$8,400
$10,700
$0
$10,700
$49,000
$0
$49,000
2.0
Conceptual Design
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
3.0
re immary esign
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
4.0
ma esign o an
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
5.0
i ase ervices
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
6.0
Construction Phase Services
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
1 $0
$0
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
2/14/2024
Page 1 of 2
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Program Management
City Project No. 104484
Labor (hours)
Expense
Task Description
Task No. Principal
rtatE9 $370.00
Project
Manager
$350.00
Project
Engineer
$295.00
Err
$245.00
Technical
Support
$150.00
Total Labor Subconsultant
Admin Cost MWBE Non-MWBE Markup
$145.00
Travel / Total Task Sub
Reproduction / Expense Total
Cost
Fees /Permitting
7.0ROW/Easement
Services
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
8.0
7577-5-y-a-n= services
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
9.0
ermrthng
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
11.0
eve opment Assistance
Development Assistance
0
40
30
30
0
2
$30,500
$0
$0
$0
$700
$700
$31,200
40
30
30
2
$30,500
$700
$700
$31,200
16.0
Panther Island Kevisioning
Hantner Island Hevisioning
0
60
50
50
0
3
$48,500
$0
$0
$0
$1,500
$1,500
$50,000
60
50
50
3
$48,500
$1,5001
$1,5001
$50,000
Subtotall
0
482
330
246
0
52
$334,500
0
0
0
$7,2001
$7,2001
$341,700
Description
Design
Total
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
Water Line Footage 1001 5091,
Sewer Line Footage 1001 50 %
2001 100
(A) Total Fee $341,700
(B) Survey Fee $0
(C) Total Fee (-) survey Fee $341,700
Water Fee (50 % of C) Sewer Fee (50 % of Cl
$17C 1 $170,850.00 1
WP Water Sewer
30 $170,850.00 $170,850.00
$341,7 0.00
Water Sewer Total
FWCC $130,250.00 $130,250.00 $260,500.00
Non-FWCC $40,600.00 $40,600.00 $81,200.00
Total $170,850.00 $170,850.00 $341,700.00
2/14/2024
Completed Percent
Amount Complete
Totals:1 $341,700 0.00 020
Project Summary
Total Hours
1,110
Total Labor
$334,500
Total Expense
$7,200
MWBE Subconsultan j
$0
Non-MWBE Subconsultan
$0
MWBE Participation l
0.0%
Page 2 of 2
Task No. Task Description
Rate
1.0
Design Management
1.1
managing the ream
2.0
Conceptual Design (su%)
2.1
Data Uoilection
3.0
Preliminary Design (bu %)
3.1
Preliminary Design Drawings
4.0
anal Design (90% ana 1uu%)
4.1
Preliminary Design (60%) Comments
4.2
90 % Design Drawings
4.2.1
Cover
4.2.2
Sheet Index and General Notes
4.2.3
Shutdown & Phasing Notes
4.2.4
Control and Benchmarks
4.2.5
Bypass Pumping Plan
4.2.6
Overall Existing Map (W&SS) (2)
4.2.7
Abandonment (W & SS) (2)
4.2.8
Ex. And Prop Easement Layout (2)
4.2.9
Easement Vacations (1)
4.2.10
Prop Water Plan & Prof (1)
Restraint Length (DI/Conc/Steel)
4.2.10
Prop SS Plan & Prof (12)
4.2.11
Standard Details
4.2.12
Project Spec. Details
4.2.12.1
Siphon Structure (4)
4.2.12.2
Junction Structure (5)
4.2.12.3
Aerial Crossing (1)
4.2.12.4
Bypass Pumping/Flow Diversion
4.2.12.5
Trenchless Water -Tight Shafts (4)
4.2.12.6
Tunneling
4.2.12.7
Odor Control
4.2.12.8
Geotechnical
4.2.13
Surface Repair (2)
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 13 Bypass Channel Segment D Sanitary Sewer Relocations
City Project No. 104484
Labor(hours) Expense
Project Project Technical Total Labor Subconsultant Travel / TotalTask Sub
Principal Manager Engineer EIT Support Admin Cost Reproduction / Expense Total
MWBE Non-MWBE Markup Cost
$370.00 $350.00 $295.00 $245.00 $150.00 $145.00 Fees / Permitting
0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $
$0 $0 $
0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $
$0 $0 $
0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $
$0 $0 $
$0 $0 $
4 167 428 583 0 4 $331,400 $70,170 $104,830 $17,450 $0 $192,450 $523,85
5 20 20 $12,600 $0 $12,60
1
1 2
2 4 8
1
1 3
2 4
2 4
2 4
1 2
1 8 12
1 4
12 60 96
4 12
4 16 12
5 20 5
5 20 5
10 15 20
10 10 10
10 10 10
10 10 10
2 4 2
1 10 30
$3,900
$300
$1,100
$1,600
$1,600
$1,600
$800
$5,700
$1,600
$45,500
$4,200
$0 $69,170 $6,930
$9,1
$M
$M
$12,c
$M
$8,c
$8,c
$10,
$64,680 $6,470
$25,000 $2,500
$15,150 $1,550
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$76,100
$0
$0
$0
$0
$0
$71,150
$27,500
$16, 700
$0
$1,1
$1,6
$1,6
$1,6
$5,
$1,
$76,1
$9,1
$19,1
$10,7
2/14/2024
Page 1 of 4
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 13 Bypass Channel Segment D Sanitary Sewer Relocations
City Project No. 104484
Labor (hours)
Expense
Task No.
Task Description
Kate
Project
Principal Manager
$370.00 $350.00
Project
Engineer
$295.00
EIT
$245.00
Technical
Support Admin
$150.00 $145.00
Total Labor
Cost
Subconsultant Travel /
MWBE Non-MWBE Markup Reproduction /
Fees / Permitting
TotalTask
Expense
Cost
Sub
Total
4.2.14
Traffic Control Plans (8)
4 8
32
96
$37,300
$0
$37,30'
Traffic Control Details (15)
1
4
8
$3,500
$0
$3,50,
4.2.15
Trail Detour Plan (5)
5
20
30
$15,000
$0
$15,001
4.2.15
Tree Protection and Removal Plan (2)
1
4
12
$4,500
$0
$4,50,
4.2.15
Construction Access (2)
1
4
12
$4,500
$0
$4,501
4.2.16
Erosion Control and Details
1
10
16
$7,300
$0
$7,30,
4.2.17
90% Project Manual
$0
$0
$1
4.2.17.1
Division 00
2
8
2
$3,600
$0
$3,60i
4.2.17.2
Division 01
2
8
2
$3,600
$0
$3,60
4.2.17.3
Divisions 20-49
6
8
2
$5,000
$0
$5,00
4.2.17.4
Non-Std. Specs
8
8
2
$5,700
$0
$5,70
4.2.17.5
Appendix
2
8
2
$3,600
$0
$3,60�
4.2.18
Quantities/OPCC
2
4
8
$3,900
$0
$3,90,
4.2.19
QA/QC and Revisions
$0
$0
$1
4.2.20
Deliverables
2
4
8
2
$4,200
$500
$500
$4,70,
4.2.21
Public Meeting Prep/Exhibits
4
4
16
$6,500
$0
$6,50i
4.2.22
Review with City/Meeting Notes
4
4
6
$4,100
$0
$4,10i
4.2.23
Review with TRWD/Meeting Notes
2
2
4
$2,300
$0
$2,30'
4.2.24
Construction Plan Review (1)
4
4
8
$4,600
$0
$4,60,
4.2.25
Review 90% City Design Comments
$0
$0
$1
4.3
100% Design Drawings
15
30
60
$28,800
$0
$28,80,
4.3.1
100% OPCC
2
4
8
$3,900
$0
$3,901
4.3.2
100% Project Manual
15
30
$14,100
$0
$14,10,
4.3.3
Deliverables
2
4
8
2
$4,200
$500
$500
$4,70
NEW-
Pid Phase Services
0 37
63
16
01 0
$37,200
$9,700 $10,100 $1,600 $0
$21,400
$58,60
5.1
Bid Support
$0
$0
$
5.1.1
Upload Plans to BIM 360
2
$600
$0
$60,
5.1.2
Print Hardcopies (6)
2
$2,100
$600
$2,100
$2,701
5.1.3
Maintain Plan holders List
1
6
$1,200
$0
$1,20,
5.1.4
Answer/Respond to Bidding Questions
6
10
$5,500 $10,100 $1,600
$5,100
$17,200
$22,30,
5.1.5
Prequalificaitons
20
20
$12,900
$0
$12,90,
5.1.5
Issue Addenda
4
4
$2,600
$0
$2,60
5.1.6
Prepare for and Attend Pre -Bid Meeting
2
2
$1,300
$0
$1,30i
5.1.6.1
Tabulate bids and review
2
4
$1,200
$0
$1,20
5.1.7
Recommend/References
2
4
$1,900
$0
$1,90i
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
2/14/2024
Page 2 of 4
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 13 Bypass Channel Segment D Sanitary Sewer Relocations
City Project No. 104484
Labor(hours) Expense
Task Description Project Project Technical Total Labor Subconsultant
Task No. Principal Man- a En-i--- EIT c ��� � Admin 1-
2/14/2024
Travel / Total Task Sub Completed Percent Expense
Reproduction / Total Amount Complete
5.1.8
5.2
Kate
Precertification Requirements
Final Design Drawings
$370.00
" "u
$350.00
2
1
"'y""`
$295.00
6
10
$245.00
16
.......
$150.00 $145.00
--
$2,500
$7,300
MWBE
$2,100
Non-MWBE
Markup
Fees / Permitting
Cost
$0
$2,100
$2,500
$9,400
6.0
Construction Phase Services
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
Not included in this Contract
$0
$0
$0
$0
$0
$0
$0
$0
$0
7.0
ROW/Easement Services
0
6
12
30
0
0
$13,000
$25,300
$0
$2,550
$0
$27,850
$40,850
7.1
7.2
7.2.1
7.3
7.4
7.4.1
Research$0
KOW/casement Preparation/Submittal
Permanent/ I emporary (22)
1 emporary Kight of Entry (See I ask 8.1)
coordination with Heal Property
Aerial Exhibits (U)
6
12
30
$25,300
$2,550
$0
$0
$0
$0
$0
$13,000
$27,850
$40,850
$0
$0
$0
$0
$0
$0
$0
$0
$0
8.0
Survey an Services
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
8.1
Design urvey
$0
$0
$0
$0
9.0
Permitting
0
27
69
95
0
0
$53,300
$5,000
$33,120
$3,880
$0
$42,000
$95,300
9.1
9.1.2
9.1.3
9.2
9.2.1
9.2.2
9.3
9.4
TRWD/USACE
Final90%
Final100%
Park Land Conversion
Tree Survey
Stake Easements
7xDOT Permit
1 exas Historical Commission
2
2
4
2
2
15
10
4
12
8
2
8
25
6
4
30
16
2
12
25
$0
$5,000
$33,120
$500
$3,380
$0
$0
$5,200
$0
$5,200
$2,900
$0
$2,900
$12,300
$0
$12,300
$7,000
$0
$7,000
$1,100
$5,500
$6,600
$6,000
$0
$6,000
$18,800
$36,500
$55,300
u ota
4
237
572
724
0
14
434,900
110,170
148,050
25,480
0
283,700
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
718,600
Totals: 718,600 1 $0.001 0.00%
Page 3 of 4
EXHIBIT B-2
2/14/2024
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 13 Bypass Channel Segment D Sanitary Sewer Relocations
City Project No. 104484
Labor (hours)
Expense
Task Description
Project Project Technical Total Labor
Total
Subconsultant Travel /
Task Sub Completed Percent
Task No.
Principal Manager Engineer EIT Support Admin Cost
Reproduction / Expense
MWBE Non-MWBE Markup Cost
Total Amount Complete
Rate
$370.00 $350.00 $295.00 $245.00 $150.00 $145.00
Fees /Permitting
Non -Standard Design items
Water Line Footage 150 3%
Tunneling:
$100,650
Sewer Line Footage 5,800 97 %
Odor Control:
$36,400
5,950 100%
Subsurface Utility Excavation:
$0
Structural (Aerial Crossing and Junction Structures)
$121,400
(A)
Total Fee $718,600
Traffic Control:
$55,800
(B)
Survey Fee $0
USACE, TxDOT, & THC Permiting:
$95,300
(C)
Total Fee (-) survey Fee $718,600
Standard Design
$309,050
Water Fee (3% of C) Sewer Fee (97% of C
$/LF:
$51.9
$21,558.00 $697,042.00
Project Summary
Total Hours
1,551
Description
WP Water Sewer
Total Labor
$434,900
Design
30 $2t,558.00 $697,042.00
Total Expense
$283,700
Total
$718,6 0.00
MWBE Subconsultant
$110,170
Non-MWBE Subconsultant
$148,050
Water Sewer Total
MWBE Participation
15.3%
FWCC $15,677.00 $506,889.00 $522,566.00
Non-FWCC $5,881.00 $190,153.00 $196,034.00
Total $21,558.00 $697,042.00 $718,600.00
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
Page 4 of 4
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 14 Bypass Channel Segment C Sanitary Sewer Relocations
City Project No. 104484
Labor (hours)
Expense
Task No.
Task Description
Kate
Principal
$370.00
Project
Manager
$350.00
Project
Engineer
$295.00
EIT
$245.00
Technical
Support
$150.00
Admin
$145.00
Total Labor
Cost
Subconsultant
MWBE Non-MWBE Markup
Travel /
Reproduction /
Fees /Permitting
Total
Expense
Cost
Task Sub
Total
1.0
1.1
Design Management (24 Months Design)
Managing the I earn
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
2.0
2.1
oncep ua esign
Data Collection
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
3.0
3.1
re immary esign
Preliminary Design Drawings
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
4.0
4.1
Final Design o an o
Final uesign Revisions
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
5.0
5.1
i ase ervices
bid Support
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
6.0
6.1
6.2
ons ruc ion ase Services
Construction Support
Attend Preconstruction Conference
Attend Public Meeting
Prepare exhibits (2)
Pre -Con Meeting
On -Site Observations (1/2/1/mo @ 2hrs)
Progress Meetings (1.5hr/mtg, 4mtg/mo)
Shop Drawing Review (50)
Review Materials Testing Reports
RFls (10)
Change Orders (1)
Final Walkthrough
Punch List
Follow Up Walkthrough
RPR Coordination
Record Drawings
Revisions
Deliverables
01
3611
2
1
4
34
102
25
10
20
4
4
1
2
146
4
906
2
2
1
4
68
102
75
10
30
8
4
4
2
584
10
879
2
5
2
2
34
102
50
30
30
8
4
2
2
584
20
2
876
876
0
$741,000
$23,595
$80,367
$10,138
$6,650
$120,750
$861,750
$0
$2,500
$20,995 $80,367 $10,138
$6,650
$100
$0
$0
$1,800
$2,500
$4,300
$2,600
$0
$2,600
$1,200
$1,200
$3,100
$3,100
$40,300
$40,300
$90,800
$90,800
$43,200
$111,500
$154,700
$13,800
$0
$13,800
$23,200
$0
$23,200
$5,800
$0
$5,800
$3,600
$0
$3,600
$2,100
$0
$2,100
$1,800
$0
$1,800
$497,900
$6,650
$504,550
$0
$100
$100
$9,300
$0
$9,300
$500
$0
$500
$0
$0
$0
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
2/14/2024
Completed Percent
Amount Complete
Page 1 of 2
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 14 Bypass Channel Segment C Sanitary Sewer Relocations
City Project No. 104484
Labor (hours)
Expense
Task Description
Task No. Principal
Mate $370.00
Project
Manager
$350.00
Project
Engineer
$295.00
EIT
$245.00
Technical
Support
$150.00
Total Labor Subconsultant
Admin
Cost MWBE Non-MWBE Markup
$145.00
Total
Travel / Task Sub
Expense
Reproduction / Cost Total
Fees /Permitting
7.0
ROW Easement Services
0
3
6
6
0
0
$4,300
$4,500
$0
$450
$0
$4,950
$9,250
7.1
7.2
ROW Research$0
Easement Preparation Vacations
3
6
6
$4,500
$450
$0
$0
$4,300
$4,950
$9,250
8.0
Survey and SUE Services
0
0
0
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
9.0
ermrt m9
01
01
01
0
0
0
$0
$0
$0
$0
$0
$0
$0
$0
SO
$0
u o a
0
364
912
885
876
0
745,300
28,095
80,367
10,588
6,650
125,700
871,000
Description
Design
Total
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
Water Line Footage 0 0% 00 Sewer Line Footage 5,795 1
5,795 100%
(A) Total Fee $871,000
(B) Survey Fee $0
(C) Total Fee (-) survey Fee $871,000
Water Fee (0% of C) Fewer Fee (100% of C
$0.00 1 $871,000.00
WP Water Sewer
30 $0.00 $871,000.00
$871, 00.00
Water Sewer Total
FWCC $0.00 $871'000.00 $871,000.00
Non-FWCC $0.00 $0.00 $0.00
Total $0.00 $871,000.00 $871,000.00
2/14/2024
Completed Percent
Amount Complete
Totals: $871,0001 $0.001 0.00%
Project Summary
Total Hours
3,037
Total Labor
$745,300
Total Expense
$125,700
MWBE Subconsultanf
$28,095
Non-MWBE Subconsultant
$80,367
MWBE Participation
3.2%
Page 2 of 2
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 24 University Water and Sanitary Sewer Lines
City Project No. 104484
Labor(hours) Expense
Task No.
Task Description
Kate
Principal
$370.00
Project
Manager
$350.00
Project
Engineer
$295.00
EIT
$245.00
Technical
Support
$150.00
Admin
$145.00
Total Labor
Cost
Subconsultant
MWBE Non-MWBE Markups
Travel /
Reproduction /
Fees /Permitting
Total
Expense
Cost
Task Sub
Total
1.0
Design Management
0
0
0
0
0
0
$0
$6,110
$0
$690
$0
$6,800
$6,800
1.1
1.2
Kick -Off MeetingKick-
uesign Suhmittal Keview Meetings (s)
0
1,750
$4,360
250
$440
2,000
2,000
$0
$4,800
$4,800
2.0
Conceptual Design
0
21
60
70
0
0
$42,500
$81,0501
$0
$8,150
$0
$89,200
$131,700
2.1
2.2
2.2.1
2.2.2
2.2.3
2.2.4
2.2.5
2.2.6
2.2.7
2.2.8
2.2.9
2.2.10
2.2.11
2.2.12
2.2.13
Data Collection
Conceptual Design Package
Cover
Sheet Index and General Notes
Shutdown & Phasing Notes
Control and Benchmarks
Overall LOG & Prop Sht Ket (3)
Overall Existing Map (W&SS) (4)
Abandonment (vv&SS) (3)
Prop Easement Layout (1)
Easement vacations (u)
Prop Water Plan & Prot (11)
Prop SS Plan & Prot (4)
OPCC
Deliverables
10
2
8
1
30
4
1
2
1
20
15
2
3
4
2
40
4
$0
$80,850
$200
$8,150
$0
$0
$16,100
$89,000
$105,100
$0
$0
$0
$0
$0
$0
$2,400
$0
$2,400
$0
$0
$0
$1,100
$0
$1,100
$1,600
$0
$1,600
$800
$0
$800
$0
$0
$0
$0
$0
$0
$18,500
$0
$18,500
$0
$0
$0
$2,000
$0
$2,000
$0
$200
$200
3.0
Preliminary Design
01 441
981
701
01 0
$62,200
$88,800
$42,800 $13,200
$0
$144,800
$207,000
3.1
3.1.1
3.1.2
3.1.3
3.1.4
3.1.5
3.1.6
3.1.7
3.1.8
3.1.9
3.1.10
3.1.10
3.1.10
3.1.11
Preliminary Design Drawings
Cover
Sheet Index and General Notes
Shutdown & Phasing Notes
Control and Benchmarks
Overall LOG & Prop Sht Ref (W&SS) (3)
Overall Existing Map (W&SS) (4)
Abandonment (W&SS) (3)
Prop Easement Layout (1)
Easement Vacations (1)
Prop Water Plan & Prof (11)
Restraint Length (DI/Conc/Steel)
Prop SS Plan & Prof (4)
Standard Details
6
1
4
4
6
14
4
1
2
1
20
8
12
5
2
3
4
2
40
$7,500
$77,600
$7,800
$85,400
$92,900
$0
$0
$0
$0
$0
$0
$2,100
$0
$2,100
$0
$0
$0
$1,100
$0
$1,100
$1,600
$0
$1,600
$800
$0
$800
$0
$0
$0
$0
$0
$0
$17,100
$0
$17,100
$3,800
$0
$3,800
$5,700
$0
$5,700
$0
$0
$0
CRy of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
2/14/2024
Page 1 of 4
EXHIBIT B-2
2/14/2024
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC
Part 24 University Water and Sanitary Sewer Lines
City Project No. 104484
Labor (hours)
Expense
Task Description
Project
Project
Technical Total Labor
Subconsultant
Travel/
TotalTask
Sub Completed Percent
Task No.
Principal Manager
Engineer
EIT Support Admin Cost
MWBE Non-MWBE Markup
Reproduction /
Expense
Cost
Total Amount Complete
Kate $370.00 $350.00
$295.00
$245.00 $150.00 $145.00
Fees / Permitting
3.1.12
Project Spec. Details
$0
$0
$0
3.1.13
Junction Structures Structure (3)
6
12
6 $7,200
$11,000
$1,100
$12,100
$19,300
3.1.14
Specifications
4
4
$2,600
$0
$2,600
3.1.15
QA/QC and Revisions
$0
$0
$0
3.2
Geotechnical
2
4
2 $2,400
$17,800
$1,800
$19,600
$22,000
3.3
Tunneling
$0
$0
$0
3.4
Cathodic Protection Study
2
4
4 $2,900
$25,000
$2,500
$27,500
$30,400
3.5
Constructability Review
$0
$0
$0
3.6
Utility Clearance
1
2
2 $1,500
$0
$1,500
3.7
OPCC
1
2
$1,000
$0
$1,000
3.8
Deliverables
1
2
$1,000
$200
$200
$1,200
3.9
Review with City/Meeting Notes
4
4
$2,600
$0
$2,600
3.10
Review with I RVVD/Meeting Notes
2
2
$1,300
$0
$1,300
4.0
Final Design o an
0 0
0
0 0 0 $0
$0 $0
$0
$0
$0
$0
Not included in this Contract
$0
$0
$0
$0
$0
$0
$0
$0
$0
5.0
Bid Phase Services
0 0
0
0 0 0 $0
$0 $0
$0
$0
$0
$0
Not included in this Contract
$0
$0
$0
$0
$0
$0
$0
$0
$0
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FW WTR Official Release Date: 8.09.2012 Page 2 of 4
Task No.
6.0
7.0
7.1
7.2
7.2.1
7.2.2
7.2.3
7.3
7.4
7.4.1
8.0
8.1
8.2
8.3
9.0
9.1
9.1.1
9.1.1
9.1.2
9.1.3
9.2
9.2.1
9.2.2
9.3
Task Description
Construction Phase Services
Not included in this Contract
RUW/tasement Services
ROW Research
ROW/Easement Preparation/Submittal
Permanent (8)
Temporary (5)
Vacation (3)
Temporary Right of Entry (See Task 8.1)
Coordination with Real Property
Aerial Exhibits (0)
Survey and SUE services
Design Survey
Temporary Right of Entry
Subsurtace Utility txcavatlon
lPermrttmg
TRW D/USACE
Conceptual 30
Preliminary 60
Final 90
Final 100
Park Land Conversion
Tree Survey
Stake Easements
I xUU I Hermit
• Subtotall
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
EXHIBIT B-2 2/14/2024
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 24 University Water and Sanitary Sewer Lines
City Project No. 104484
Labor(hours) Expense
Project Project Technical Total Labor Subconsultant Travel/ TotalTask Sub Completed Percent
Principal Manager Engineer Err Support Admin Cost Reproduction / Expense Total Amount Complete
MWBE Non-MWBE Markups Cost
Rata $370.00 $350.00 $295.00 $245.00 $150.00 $145.00 Fees /Permitting
0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $0
$0 $0 $0
$0 $0 $0
$0 $0 $0
0 8 161 25 0 0 $13,700 $28,800 $0 $3,000 $0 $31,800 $45,500
$0
$0
$0
$0
$0
$0
4 8 12
$6,700
$14,400 $1,500
$15,900
$22,600
3 5 8
$4,500
$9,000 $900
$9,900
$14,400
1 3 5
$2,500
$5,400 $600
$6,000
$8,500
0
2
8 8
1
4 4
1
4 4
0
10
42 60
2
10 6
2
10 6
4
12
30
2
8
16
2
2
01 851
2241
2331
0
0
0�
$71,800
$61,800
$10,000
$9,770
$4,770
$0 $7,200
$6,200
$1,000
$0 $1,030
$530
$12,300
$7,000
$1,100 $5,000 $500
$0
1 $1154,40111$286,3301 $42,8001$33,2701
$79,000 $84,200
$68,000 $70,600
$0 $0
$11,000 $13,600
$10,800 $41,600
$5,3001 $5,300
$12,
$7,
$6,
1
1 $362,401AI $516,800
1 Totals:l $516,8001 1 $0.001 0.00 r'
Page 3 of 4
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
FWCC Part 24 University Water and Sanitary Sewer Lines
City Project No. 104484
Labor (hours)
Task No. Task Description
Principal Project Project Err Technical Admin
Total Labor
Manager Engineer Support
Cost
Rate $370.00 $350.00 $295.00 $245.00 $150.00 $145.00
Water Line Footage 1 7,8201 78 %
Sewer Line Footage 2,1801 22 %
10,000 100
(A) Total Fee $516,800
(B) Survey Fee $84,200
(C) Total Fee (-) survey Fee $432,600
Water Fee (78 % of C) ISewer Fee (22 % of C1
$337,428.00 $95,172.00 1
Description
WP Water Sewer
Design
30 $403,104.00 $113,696.00
Total
$516, 00.00
Water Sewer
Total
FWCC $262'018.00 $113,696.00
$375,714.00
Non-FWCC $141,086.00 $0.00
$141,086.00
1 Total $403,104.00 $113,696.00
$516,800.00
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FWWTR Official Release Date: 8.09.2012
Expense
Subconsultant
Travel / Total
Task Sub
MWBE Non-MWBE Markups
Reproduction/ Expense
Cost
Total
Fees / Permitting
Non -Standard Design items
Geotechnical:
$22,000
Cathodic Protection Study:
$30,400
Subsurface Utility Excavation:
$13,600
Junction Structures:
$19,300
Traffic Control:
$0
USACE & TxDOT Permiting:
$41,600
Standard Design
$389,900
$/LF:
$39.0
Project Summary
Total Hours
542
Total Labor
$154,400
Total Expense
$362,400
MWBE Subconsultant
$286,330
Non-MWBE Subconsultant
$42,800
MWBE Participation
55.4%
2/14/2024
Completed Percent
Amount Complete
Page 4 of 4
EXHIBIT B-3
Engineer's Opinion of Probable Construction Cost
Design Services for
Fort Worth Central City Water and Sanitary Sewer Relocations
City Project No. 104484
Kimley-Horn and Associates, Inc. Opinion of Probable Construction Cost
E
ent: City of Fort Worth Date: 2/14/2024
Project: Fort Worth Central City Water and Sanitary Sewer Relocations Prepared By: CTD
A No.: 061018052 Checked By: CTD
IlTitle: Summary �I
Project Description Total
Water
Part 13 - Channel Segment D Water Line Relocation 150 LF $130,000
Part 24 - University Water Line Relocation 4,490 LF $3,600,000
University Cast Iron Water Line Replacement 3,710 LF $4,900,000
Water Total 8,350 LF $8,630,000
Sanitary Sewer
Part 13 - Channel Segment D Sanitary Sewer Relocations 5,430 LF $32,830,000
Part 24 - University Sanitary Sewer Relocation 2,180 LF $4,600,000
Sanitary Sewer Total 7,610 LF $37,430,000
Project Total 15,960 $46,060,000
Basis for Cost Projection:
0 No Design
❑ Preliminary Design
❑ Final Design
This total does not reflect engineering or technical services
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over
competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time
and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not
guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
K:\FTW_Marketing\Fort_Worth\2022_FWCC\WKS\Exhibit B-3 OPCC Summary_2024-01-19-No-Part-5or14.xls
Kimley-Horn and Associates, Inc.
Opinion of Probable Construction Cost
E
ent: City of Fort Worth Date: 11/10/02023
Project: FWCC Part 13 - Channel Segment D Water & Sanitary Sewer Relocations Prepared By: LEV
A No.: 061018052 Checked By: CTD
Title: 60% Design Summary
JProject Description Total
Sanitary Sewer
Sanitary Sewer Improvements 5,427 LF $32,830,000
Total Sanitary Sewer $32,830,000
Water
Water Improvements 150 LF $130,000
Total Water $130,000
Project Total $32.960.000
FWCC Cost
FWCC Sanitary Sewer Improvements 4,063 LF $26,210,000
Water Improvements 150 LF $130,000
Total FWCC $26,340,000
Non-FWCC Cost
Non-FWCC Sanitary Sewer Improvements 1,364 LF $6,620,000
Total Non-FWCC $6,620,000
Project Total $32.960.000
Basis for Cost Projection:
0 Conceptual Design
Ed Preliminary Design
0 Final Design
This total does not reflect engineering or technical services.
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over
competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this
time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and
does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
Kimley-Horn and Associates, Inc.
Client: City of Fort Worth
Project: FWCC Part 13 - Channel Segment D Water & Sanitary Sewer Relocations
KHA No.: 061018052
(Title: Water Improvements
Line No. I Description
1 3311.0556 16" DIP Water, Select Backfill (Restrained Joints)
2 3312.3006 16" Gate Valve w/Vault
3 3311.0001 Ductile Iron Water Fittings w/Restraint
4 0241.1016 Remove 16" Water Line
5 3312.0106 Connection to Existing 16" Water Main
6 3125.0101 SWPPP >_ 1 acre
7 0171.0101 Construction Staking
8 0171.0102 As -Built Survey
9 3305.0109 Trench Safety
❑ Conceptual Design
0 Preliminary Design
❑ Final Design
This total does not reflect engineering or technical services.
Opinion of Probable Construction Cost
Date: 11 /10/02023
Prepared By: LEV
Checked By: CTD
Spec. No.
Quantity
Unit
Unit Price II
Cost r
33 11 10
150
LF
$350.00
$52,500
33 1220
1
EA
$20,000.00
$20,000
331111
1
TON
$8,500.00
$8,500
0241 14
110
LF
$50.00
$5,500
33 12 01
2
EA
$2,000.00
$4,000
31 2500
1
LS
$5,000.00
$5,000
01 71 23
1
LS
$2,000.00
$2,000
01 71 23
1
LS
$2,000.00
$2,000
33 05 10
150
LF
$10.00
$1.500
Subtotal:
$101,000
IiContinq.
(%,+/-)
20 II
$29.000 1
(Total
II
$130,00011
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or
market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's
judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual
construction costs will not vary from its opinions of probable costs.
Kimley-Horn and Associates, Inc.
E
ent: City of Fort Worth
Project: FWCC Part 13 - Channel Segment D Water & Sanitary Sewer Relocations
A No.: 061018052
IITitle: Sanitary Sewer Improvements
Opinion of Probable Construction Cost
Date: 11110112023
Prepared By: LEV
Checked By: CTD
Line No.
Description
Spec. No.
Quantity
Unit
Unit Price
Cost
1
3331.4803 72" Fiberglass Sewer Pipe, Select Backfill
3331 13
101
LF
$1,450.00
$146,450
2
3331.4724 66" Fiberglass Sewer Pipe, Deep Trench Backfill
3331 13
1,097
LF
$1,550.00
$1,700,350
3
3305.3018 66" Sewer Carrier Pipe
33 05 24
188
LF
$1,100.00
$206,800
4
3331.4710 60" Fiberglass Sewer Pipe, Select Backfill
3331 13
1,013
LF
$1,350.00
$1,367,550
5
3331.4710 60" Fiberglass Sewer Pipe, Deep Trench Backfill
3331 13
315
LF
$1,500.00
$472,500
6
3305.3017 60" Sewer Carrier Pipe
33 05 24
973
LF
$950.00
$924,350
7
3331.4610 54" Fiberglass Sewer Pipe, Select Backfill
3331 13
270
LF
$1,300.00
$351,000
8
3331.4609 54" Fiberglass Sewer Pipe, CSS Backfill
3331 13
835
LF
$1,500.00
$1,252,500
9
3305.3016 54" Sewer Carrier Pipe
33 05 24
265
LF
$900.00
$238,500
10
3331.4423 36" Fiberglass Sewer Pipe, Select Backfill
3331 13
80
LF
$1,150.00
$92,000
11
3305.3013 36" Sewer Carrier Pipe
33 05 24
265
LF
$800.00
$212,000
12
3331.4335 27" Fiberglass Sewer Pipe, Select Backfill
3331 13
25
LF
$1,100.00
$27,500
13
9999.0003 84" Casing By Other Than Open Cut (Open -Shield
33 05 22
123
LF
$3,800.00
$467,400
Pipejacking)
14
9999.0003 84" Casing By Other Than Open Cut (Henderson Bridge
33 05 22
188
LF
$3,300.00
$620,400
Crossing)
15
3305.xxxx 78" Casing By Open Cut
33 05 22
550
LF
$2,500.00
$1,375,000
16
9999.0000 78" Casing By Aerial Crossing
33 05 22
300
LF
$2,000.00
$600,000
17
3305.1112 72" Casing By Other Than Open Cut (Open -Shield
33 05 22
265
LF
$3,650.00
$967,250
Pipejacking)
18
3305.1109 54" Casing By Other Than Open Cut (Open -Shield
33 05 22
265
LF
$3,200.00
$848,000
Pipejacking)
19
9999.0000 Aerial Crossing Supports
03 30 00
7
EA
$100,000.00
$700,000
20
9999.0006 Shaft Excavation and Support - STA 28+55
33 05 41
1
LS
$2,200,000.00
$2,200,000
(Secant Pile / Cutter Soil Mixed)
21
9999.0006 Shaft Excavation and Support - STA 31+50
33 05 41
1
LS
$3,000,000.00
$3,000,000
(Secant Pile / Cutter Soil Mixed)
22
3339.0002 Epoxy Structure Liner
33 39 60
13,403
SF
$40.00
$536,120
23
3339.0001 Epoxy Manhole Liner
291
VF
$500.00
$145,500
24
9999.XXXX Odor Control
1
LS
$100,000.00
$100,000
25
3339.1205 6' Type A Manhole
33 39 10, 33 39 20
14
EA
$30,000.00
$420,000
26
3339.1203 6' Extra Depth Manhole
33 39 10, 33 39 20
207
VF
$500.00
$103,500
27
3339.2101 8' Polymer Concrete Manhole
33 39 21
5
EA
$220,000.00
$1,100,000
28
3339.2001 Sanitary Sewer Junction Structure A - STA 0+00 (Line A)
33 39 10, 33 39 20
1
LS
$1,000,000.00
$1,000,000
29
3339.2001 Sanitary Sewer Junction Structure B - STA 13+26 (Line A)
33 39 10, 33 39 20
1
LS
$600,000.00
$600,000
31
3339.2001 Sanitary Sewer Junction Structure C - STA 27+47 (Line A)
33 39 10, 33 39 20
1
LS
$500,000.00
$500,000
32
3339.2001 Sanitary Sewer Siphon Structure D-1 - STA 28+21 (Line A)
33 39 10, 33 39 20
1
LS
$600,000.00
$600,000
33
3339.2001 Sanitary Sewer Siphon Structure D-2 - STA 31+90 (Line A)
33 39 10, 33 39 20
1
LS
$600,000.00
$600,000
33 39 10, 33 39 20
34
3339.2001 Sanitary Sewer Junction Structure E-1 - STA 1+17.90 (Line B)
1
LS
$600,000.00
$600,000
35
33339.2001 Sanitary Sewer Junction Structure E-2 - STA 12+75.95 (Line
33 39 10, 33 39 20
1
LS
$800,000.00
$800,000
36
9999.0006 Subway Stand Structure Removal
N/A
1
LS
$5,000.00
$5,000
37
9999.0007 Billboard Removal and Relocation
N/A
1
LS
$10,000.00
$10,000
38
0241.2001 Sanitary Line Grouting
0241 14
280
CY
$300.00
$84,000
39
0241.2027 Remove 54" Sewer Line
0241 14
285
LF
$250.00
$71,250
40
0241.2022 Remove 27" Sewer Line
0241 14
35
LF
$200.00
$7,000
41
0241.2117 54" Sewer Abandonment Plug
0241 14
30
EA
$2,000.00
$60,000
42
0241.2202 Remove Sanitary Sewer Manhole
0241 14
9
EA
$6,000.00
$54,000
43
0241.2302 Remove Sanitary Sewer Junction Structure
0241 14
2
LS
$30,000.00
$60,000
44
3110.0103 12"-18" Tree Removal
31 1000
2
EA
$750.00
$1,500
45
3201.0113 6' Wide Asphalt Pvmt Repair, Residential
3201 17
1,464
LF
$80.00
$117,120
46
3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential
3201 17
3,617
SY
$120.00
$433,987
47
3201.0127 10' Wide Asphalt Pvmt Repair, Arterial
3201 17
928
LF
$100.00
$92,800
48
3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Arterial
3201 17
1,532
SY
$150.00
$229,800
49
3216.0101 6" Conc Curb and Gutter
32 16 13
800
LF
$45.00
$36,000
50
3301.0001 Pre -CCTV Inspection
33 01 31
4,630
LF
$12.00
$55,560
51
3301.0002 Post -CCTV Inspection
3301 31
5,430
LF
$8.00
$43,440
52
3303.0001 Bypass Pumping
33 03 10
1
LS
$500,000.00
$500,000
53
3301.0101 Manhole Vacuum Testing
3301 30
24
EA
$500.00
$12,000
Kimley-Horn and Associates, Inc.
E
ent: City of Fort Worth
Project: FWCC Part 13 - Channel Segment D Water & Sanitary Sewer Relocations
A No.: 061018052
JlTitle: Sanitary Sewer Improvements
Line No. Description
54 3305.0112 Concrete Collar
55 3305.0113 Trench Water Stops
56 9999.000X TRWD Trail Repair
57 3471.0001 Traffic Control
58 3471.0002 Portable Message Sign
59 0171.0101 Construction Staking
60 0171.0102 As -Built Survey
61 3305.0104 Ground Water Control
62 3305.0109 Trench Safety
63 3292.0400 Seeding, Hydromulch
64 9999.0011 Landscape Restoration
65 3125.0101 SWPPP >_ 1 acre
❑ Conceptual Design
0 Preliminary Design
❑ Final Design
This total does not reflect engineering or technical services.
Opinion
of Probable Construction Cost
Date:
11/10/020231
Prepared
By:
LEV
Checked
By:
CTD
Spec. No.
Quantity
Unit I
Unit Price
1f
Cost
33 05 17
17
EA
$2,500.00
$42,500
33 05 15
3
EA
$5,000.00
$15,000
321320
1,095
SF
$25.00
$27,375
3471 13
4
MO
$10,000.00
$40,000
347113
16
WK
$1,000.00
$16,000
01 71 23
1
LS
$20,000.00
$20,000
01 71 23
1
LS
$20,000.00
$20,000
33 05 10
1
LS
$300,000.00
$300,000
33 05 10
4,286
LF
$10.00
$42,860
3292 13
12,173
SY
$5.00
$60,863
N/A
1
LS
$20,000.00
$20,000
31 2500
1
LS
$5.000.00
$5.000
Subtotal:
$27,357,724
Contina. (%,+/-)
20 II
$5,472,276
JTotal
II
$32,830,000
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or
market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's
judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual
construction costs will not vary from its opinions of probable costs.
Kimley-Horn and Associates, Inc.
E
ent: City of Fort Worth
Project: FWCC Part 13 - Channel Segment D Water & Sanitary Sewer Relocations
A No.: 061018052
IITitle: FWCC Sanitary Sewer Improvements
Opinion of Probable Construction Cost
Date: 11110112023
Prepared By: LEV
Checked By: CTD
Line No.
Description
Spec. No.
Quantity
Unit
Unit Price
Cost
1
3331.4803 72" Fiberglass Sewer Pipe, Select Backfill
3331 13
0
LF
$1,450.00
$0
2
3331.4724 66" Fiberglass Sewer Pipe, Deep Trench Backfill
3331 13
0
LF
$1,550.00
$0
3
3305.3018 66" Sewer Carrier Pipe
33 05 24
0
LF
$1,100.00
$0
4
3331.4710 60" Fiberglass Sewer Pipe, Select Backfill
3331 13
224
LF
$1,350.00
$302,400
5
3331.4710 60" Fiberglass Sewer Pipe, Deep Trench Backfill
3331 13
1,201
LF
$1,500.00
$1,801,500
6
3305.3017 60" Sewer Carrier Pipe
33 05 24
1,038
LF
$950.00
$986,100
7
3331.4610 54" Fiberglass Sewer Pipe, Select Backfill
3331 13
0
LF
$1,300.00
$0
8
3331.4611 54" Fiberglass Sewer Pipe, Deep Trench Backfill
3331 13
0
LF
$1,450.00
$0
9
3331.4609 54" Fiberglass Sewer Pipe, CSS Backfill
3331 13
0
LF
$1,500.00
$0
10
3305.3016 54" Sewer Carrier Pipe
33 05 24
0
LF
$900.00
$0
11
3331.4523 48" Fiberglass Sewer Pipe, Select Backfill
34 05 24
0
LF
$1,250.00
$0
12
3331.4524 48" Fiberglass Sewer Pipe, Deep Trench Backfill
3331 13
0
LF
$1,400.00
$0
13
3305.3015 48" Sewer Carrier Pipe
33 05 24
0
LF
$850.00
$0
14
3331.4509 42" Fiberglass Sewer Pipe, CSS Backfill
3331 13
755
LF
$1,400.00
$1,057,000
15
3331.4510 42" Fiberglass Sewer Pipe, Select Backfill
3331 13
235
LF
$1,200.00
$282,000
16
3331.4528 42" Fiberglass Sewer Pipe, Deep Trench Backfill
3331 13
0
LF
$1,350.00
$0
17
3305.3014 42" Sewer Carrier Pipe
3431 13
265
LF
$825.00
$218,625
18
3331.4423 36" Fiberglass Sewer Pipe, Select Backfill
3331 13
80
LF
$1,150.00
$92,000
19
3305.3013 36" Sewer Carrier Pipe
33 05 24
265
LF
$800.00
$212,000
20
3331.4335 27" Fiberglass Sewer Pipe, Select Backfill
3331 13
0
LF
$1,100.00
$0
21
9999.0003 84" Casing By Other Than Open Cut (Open -Shield
33 05 22
0
LF
$3,800.00
$0
Pipejacking)
22
3305.xxxx 78" Casing By Open Cut
33 05 22
550
LF
$2,500.00
$1,375,000
23
9999.0000 78" Casing By Aerial Crossing
33 05 22
300
LF
$2,000.00
$600,000
24
9999.0003 72" Casing By Other Than Open Cut (Henderson Bridge
33 05 22
188
LF
$3,150.00
$592,200
Crossing)
25
3305.1112 72" Casing By Other Than Open Cut (Open -Shield
33 05 22
0
LF
$3,650.00
$0
Pipejacking)
26
3305.1110 60" Casing By Other Than Open Cut (Open -Shield
33 05 22
265
LF
$3,350.00
$887,750
Pipejacking)
27
3305.1010 60" Casing By Open Cut
33 05 22
0
LF
$1,500.00
$0
28
9999.0000 60" Casing By Aerial Crossing
33 05 22
0
LF
$1,450.00
$0
29
3305.1109 54" Casing By Other Than Open Cut (Open -Shield
33 05 22
265
LF
$3,200.00
$848,000
Pipejacking)
30
9999.0000 Aerial Crossing Supports
03 30 00
7
EA
$100,000.00
$700,000
31
9999.0006 Shaft Excavation and Support - STA 13+65
33 05 41
0
LS
$3,000,000.00
$0
(Secant Pile / Cutter Soil Mixed)
32
9999.0006 Shaft Excavation and Support - STA 18+08
33 05 41
0
LS
$1,900,000.00
$0
(Secant Pile / Cutter Soil Mixed)
33
9999.0006 Shaft Excavation and Support - STA 28+55
33 05 41
1
LS
$2,200,000.00
$2,200,000
(Secant Pile / Cutter Soil Mixed)
34
9999.0006 Shaft Excavation and Support - STA 31+50
33 05 41
1
LS
$3,000,000.00
$3,000,000
(Secant Pile / Cutter Soil Mixed)
35
3339.0002 Epoxy Structure Liner
33 39 60
11,046
SF
$40.00
$441,840
36
3339.0001 Epoxy Manhole Liner
277
VF
$500.00
$138,500
37
9999.XXXX Odor Control
1
LS
$75,000.00
$75,000
38
3339.1205 6' Type A Manhole
33 39 10, 33 39 20
8
EA
$30,000.00
$240,000
39
3339.1203 6' Extra Depth Manhole
33 39 10, 33 39 20
128
VF
$500.00
$64,000
40
3339.2101 8' Polymer Concrete Manhole
33 39 21
2
LS
$220,000.00
$440,000
41
3339.2001 Sanitary Sewer Junction Structure A - STA 0+00 (Line A)
33 39 10, 33 39 20
1
LS
$1,000,000.00
$1,000,000
42
3339.2001 Sanitary Sewer Siphon Structure B-1 - STA 13+26 (Line A)
33 39 10, 33 39 20
1
LS
$600,000.00
$600,000
43
3339.2001 Sanitary Sewer Siphon Structure B-2 - STA 18+38 (Line A)
33 39 10, 33 39 20
0
LS
$600,000.00
$0
44
3339.2001 Sanitary Sewer Junction Structure C - STA 27+47 (Line A)
33 39 10, 33 39 20
1
LS
$500,000.00
$500,000
45
3339.2001 Sanitary Sewer Siphon Structure D-1 - STA 28+21 (Line A)
33 39 10, 33 39 20
1
LS
$600,000.00
$600,000
46
3339.2001 Sanitary Sewer Siphon Structure D-2 - STA 31+90 (Line A)
33 39 10, 33 39 20
1
LS
$600,000.00
$600,000
Kimley-Horn and Associates, Inc.
E
ent: City of Fort Worth
Project: FWCC Part 13 - Channel Segment D Water & Sanitary Sewer Relocations
A No.: 061018052
IITitle:
I Line No.
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
FWCC Sanitary Sewer Improvements
Description
3339.2001 Sanitary Sewer Junction Structure E-1 - STA 1+17.90 (Line B)
3339.2001 Sanitary Sewer Junction Structure E-2 - STA 12+75.95 (Line
B)
9999.0006 Subway Stand Structure Removal
9999.0007 Billboard Removal and Relocation
0241.2001 Sanitary Line Grouting
0241.2027 Remove 54" Sewer Line
0241.2022 Remove 27" Sewer Line
0241.2117 54" Sewer Abandonment Plug
0241.2202 Remove Sanitary Sewer Manhole
0241.2302 Remove Sanitary Sewer Junction Structure
3110.0103 12"-18" Tree Removal
3201.0113 6' Wide Asphalt Pvmt Repair, Residential
3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential
3201.0127 10' Wide Asphalt Pvmt Repair, Arterial
3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Arterial
3216.0101 6" Conc Curb and Gutter
3301.0001 Pre -CCTV Inspection
3301.0002 Post -CCTV Inspection
3303.0001 Bypass Pumping
3301.0101 Manhole Vacuum Testing
3305.0112 Concrete Collar
3305.0113 Trench Water Stops
9999.000X TRWD Trail Repair
3471.0001 Traffic Control
3471.0002 Portable Message Sign
0171.0101 Construction Staking
0171.0102 As -Built Survey
3305.0104 Ground Water Control
3305.0109 Trench Safety
3292.0400 Seeding, Hydromulch
9999.0011 Landscape Restoration
3125.0101 SWPPP >_ 1 acre
❑ Conceptual Design
0 Preliminary Design
❑ Final Design
This total does not reflect engineering or technical services.
Opinion of Probable Construction Cost
Date: 11 /10/02023
Prepared By: LEV
Checked By: CTD
r(
Spec. No. Quantity Unit
33 39 10, 33 39 20
0 LS
33 39 10, 33 39 20
0 LS
N/A
N/A
0241 14
0241 14
0241 14
0241 14
0241 14
0241 14
31 1000
3201 17
3201 17
3201 17
3201 17
321613
33 01 31
3301 31
33 03 10
3301 30
33 05 17
33 05 15
32 13 20
3471 13
3471 13
01 71 23
01 71 23
33 05 10
33 05 10
32 92 13
N/A
31 25 00
1
1
0
285
0
16
4
0
2
1,434
3,283
903
1,498
800
4,230
4,066
1
14
10
3
845
4
16
1
1
1
3,045
5,383
1
1
Subtotal:
Continq. (%
(Total
LS
LS
CY
LF
LF
EA
EA
LS
EA
LF
SY
LF
SY
LF
LF
LF
LS
EA
EA
EA
SF
MO
WK
LS
LS
LS
LF
SY
LS
LS
Unit Price Cost
$600,000.00
$800,000.00
$5,000.00
$10,000.00
$300.00
$250.00
$200.00
$2,000.00
$6,000.00
$30,000.00
$750.00
$80.00
$120.00
$100.00
$150.00
$45.00
$12.00
$8.00
$350,000.00
$500.00
$2,500.00
$5,000.00
$25.00
$10,000.00
$1,000.00
$20,000.00
$20,000.00
$300,000.00
$10.00
$5.00
$20,000.00
$5.000.00
20
$0
$0
$5,000
$10,000
$0
$71,250
$0
$32,000
$24,000
$0
$1,500
$114,720
$393,907
$90,300
$224,700
$36,000
$50,760
$32,528
$350,000
$7,000
$25,000
$15,000
$21,125
$40,000
$16,000
$20,000
$20,000
$300,000
$30,450
$26,913
$20,000
$5.000
II $21,837,067
$4,372,933
II $26,210,000
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or
market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's
judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual
construction costs will not vary from its opinions of probable costs.
EXHIBIT B-3
Engineer's Opinion of Probable Construction Cost
Design Services for
Fort Worth Central City Water and Sanitary Sewer Relocations
City Project No. 104484
Kimley-Horn and Associates, Inc.
Opinion of Probable Construction Cost
E
ent: City of Fort Worth Date: 11/9/2025
Project: University Drive - FWCC Part 24 Wtr & Swr and Cast Iron Water Line Replacement Prepared By: CTD
A No.: 061018052 Checked By: CTD
IlTitle: Summary
Project Description Total
FWCC Part 24 Water Line Relocations
FWCC Part 24 Sanitary Sewer Relocations
University Cast Iron Water Line Replacement
Basis for Cost Projection:
21 No Design
❑ Preliminary Design
❑ Final Design
This total does not reflect engineering or technical services
4,490 LF $3,600,000
2,180 LF $4,600,000
FWCC Total $8,200,000
3,710 LF $4,900,000
Project Total $13,100,000
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over
competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time
and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not
guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs.
K:\FTW_Marketing\Fort_Worth\2022_FWCC\WKS\Exhibit B-3 OPCC_University_FWCC-&-Cast-Iron-Replacement-2023-11-09.xls
EXHIBIT B-3
Engineer's Opinion of Probable Construction
Cost
Design Services for
Fort Worth Central City Water and Sanitary Sewer Relocations
City
Project No. 104484
Kimley-Horn and Associates, Inc.
Opinion
of Probable
Construction Cost
lient:
City of Fort Worth
Date:
11/9/2023
Project:
E
University Drive - FWCC Part 24 Wtr & Swr and Cast Iron Water Line Replacement
Prepared By:
CTD
HA No.!
061018052
Checked By:
CTD
11Title:
FWCC Part 24 Water Line Relocations
�I
Line No.
Description
Quantity
Unit
Unit Price
Cost
1
0241.0100 Remove Sidewalk
0241 13
40
SF
$4.00
$160
2
0241.0401 Remove Concrete Drive
0241 13
1,200
SF
$4.00
$4,800
3
0241.1012 Remove 6" Water Line
0241 14
30
LF
$10.00
$300
4
0241.1013 Remove 8" Water Line
0241 14
1,849
LF
$10.00
$18,490
5
0241.1018 Remove 20" Water Line
0241 14
2,240
LF
$75.00
$168,000
6
0241.1001 Water Line Grouting
0241 14
193
CY
$300.00
$57,900
7
0241.1300 Remove Conc Curb&Gutter
0241 15
30
LF
$10.00
$300
8
0241.1302 Remove 6" Water Valve
0241 14
4
EA
$750.00
$3,000
9
0241.1303 Remove 8" Water Valve
0241 14
2
EA
$750.00
$1,500
10
0241.1353 Salvage 20" Water Valve
0241 14
2
EA
$2,000.00
$4,000
11
0241.1510 Salvage Fire Hydrant
0241 14
1
EA
$1,500.00
$1,500
12
0241.1514 Salvage 2" Water Meter
0241 14
3
EA
$400.00
$1,200
13
3201.0121 4' Wide Asphalt Pvmt Repair, Arterial
3201 17
1,685
LF
$75.00
$126,375
14
3201.0122 5' Wide Asphalt Pvmt Repair, Arterial
3201 17
2,230
LF
$85.00
$189,550
15
3201.0203 Asphalt Pvmt Repair Beyond Defined Width,
3201 17
1,670
SY
$150.00
$250,500
Industrial
16
3201.0616 Conc Pvmt Repair, Arterial/Industrial
3201 17
90
SY
$150.00
$13,500
17
3292.0400 Seeding, Hydromulch
3201 17
2,660
SY
$5.00
$13,300
18
3213.0301 4" Conc Sidewalk
3201 17
40
SF
$20.00
$800
19
3213.0400 5" Concrete Driveway
32 13 20
1,200
SF
$25.00
$30,000
20
3216.0101 6" Conc Curb and Gutter
32 16 13
30
LF
$45.00
$1,350
21
3304.0002 Cathodic Protection
33 04 12
1
LS
$50,000.00
$50,000
22
3305.0101 Fire Hydrant Stem Extension
33 05 14
5
EA
$500.00
$2,500
23
3305.0103 Exploratory Excavation of Existing Utilities
33 05 30
2
EA
$2,500.00
$5,000
24
3305.0109 Trench Safety
33 05 10
2,964
LF
$10.00
$29,640
25
3305.1103 20" Casing By Other Than Open Cut
33 05 22
558
LF
$700.00
$390,600
26
3305.1107 42" Casing By Other Than Open Cut
33 05 22
205
LF
$800.00
$164,000
27
3305.2002 8" Water Carrier Pipe
33 05 24
558
LF
$155.00
$86,490
28
3305.2007 24" Water Carrier Pipe
33 05 24
205
LF
$250.00
$51,250
29
3311.0001 Ductile Iron Water Fittings w/ Restraint
3311 11
20
TON
$8,500.00
$170,000
30
3311.0161 6" PVC Water Pipe
3311 12
20
LF
$90.00
$1,800
31
3311.0242 8" Water Pipe, CSS Backfill
33 11 10, 33 11 12
1,447
LF
$180.00
$260,460
32
3311.0251 8" DIP Water
3311 10
100
LF
$190.00
$19,000
33
3311.0644 24" Water Pipe (Restrained Joints)
33 11 10, 33 11 12, 33 11 13, 33 11 14
2,160
LF
$425.00
$918,000
34
3312.0001 Fire Hydrant
33 12 40
2
EA
$4,000.00
$8,000
35
3312.2201 2" Water Service, Meter Reconnection
33 12 10
3
EA
$2,000.00
$6,000
36
3312.2203 2" Water Service
331210
3
EA
$1,500.00
$4,500
37
3312.3002 6" Gate Valve
33 12 20
2
EA
$2,000.00
$4,000
38
3312.3003 8" Gate Valve
33 12 20
8
EA
$2,500.00
$20,000
39
3312.3008 24" Gate Valve w/ Vault
33 12 20
3
EA
$30,000.00
$90,000
40
3312.6002 6" Blow Off Valve
33 12 60
1
EA
$15,000.00
$15,000
Subtotal:
$3,182,,65
0
No Design
Contincl. (%.+/-)
30
$962,035
❑
Preliminary
Total
$3,190,000
❑
Final Design
Escalation
2022 to 2024
$410,000
Total Escalated
$3,600,000
This total does not reflect engineering or technical services.
The Engineer
has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices
or over competitive bidding or
market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and
represent only the Engineer's
judgment
as a design professional familiar with the construction industry.
The Engineer cannot and does not guarantee that proposals, bids, or actual construction
costs will
not vary from its opinions of probable costs.
K:\FNJ_Marketing\Fort_W orth\2022_FW CC\W KS\Exhibit B-3 OPCC_University_FW CC-&-Cast-Iron-Replacement-2023-11-09.xis
EXHIBIT B-3
Engineer's Opinion of Probable Construction
Cost
Design Services for
Fort Worth Central
City Water and Sanitary Sewer Relocations
City Project No. 104484
Kimley-Horn and Associates, Inc.
Opinion
of Probable
Construction Cost
ent:
City of Fort Worth
Date:
11/9/2023
Project:
E
University Drive - FWCC Part 24 Wtr & Swr and Cast Iron Water Line Replacement
Prepared By:
CTD
A No. 061018052
Checked By:
CTD
11Title:
FWCC Part 24 Sanitary Sewer Relocations
Line No.
Description
Quantity
Unit
Unit Price
Cost
1
0241.2013 Remove 8" Sewer Line
0241 14
0
LF
$5.00
$0
2
0241.2029 Remove 66" Sewer Line
0241 14
455
LF
$420.00
$191,100
3
0241.2201 Remove 4' Sewer Manhole
0241 14
5
EA
$2,000.00
$10,000
4
0241.2301 Remove Sewer Junction Structure
0241 14
1
LS
$15,000.00
$15,000
5
0241.2001 Sanitary Line Grouting
0241 14
1,630
CY
$225.00
$366,750
6
3201.0121 4' Wide Asphalt Pvmt Repair, Arterial
3201 17
1,000
LF
$100.00
$100,000
7
Width, Industrial
3401 17
19110
SY
$150.00
$166,500
8
3292.0400 Seeding, Hydromulch
32 92 13
1,710
SY
$5.00
$8,550
9
3301.0001 Pre -CCTV Inspection
3301 31
3,575
LF
$12.00
$42,900
10
3301.0002 Post -CCTV Inspection
3301 31
2,180
LF
$8.00
$17,440
11
3301.0101 Manhole Vacuum Testing
3301 30
10
EA
$500.00
$5,000
12
3303.0001 Bypass Pumping
33 03 10
1
LS
$250,000.00
$250,000
13
3305.0103 Exploratory Excavation of Existing Utilities
33 05 30
4
EA
$2,500.00
$10,000
14
3305.0109 Trench Safety
33 05 10
1,735
LF
$10.00
$17,350
15
3305.0112 Concrete Collar
33 05 17
7
EA
$500.00
$3,500
16
3305.1103 20" Casing By Other Than Open Cut
33 05 22
185
LF
$700.00
$129,500
17
3305.3004 12" Sewer Carrier Pipe
33 05 24
185
LF
$200.00
$37,000
18
3331.3102 4" 2-Way Cleanout
3331 50
3
EA
$1,250.00
$3,750
19
3331.4208 12" Sewer Pipe
33 11 10, 33 31 12, 33 31 20
1,465
LF
$220.00
$322,300
20
3331.4721 66" Fiberglass Sewer Pipe
3331 13
270
LF
$1,550.00
$418,500
21
3305.3018 66" Sewer Carrier Pipe
33 05 24
260
LF
$1,100.00
$286,000
22
3339.0001 Epoxy Manhole Liner
33 39 60
84
VF
$500.00
$42,000
23
3339.0002 Epoxy Structure Liner
33 39 60
1,200
SF
$40.00
$48,000
24
3339.1001 4' Manhole
33 39 10, 33 39 20
7
EA
$7,500.00
$52,500
25
3339.1003 4' Extra Depth Manhole
33 39 10, 33 39 20
48
VF
$1,000.00
$48,000
26
3339.2101 8' Polymer Concrete Manhole
33 39 21
1
LS
$220,000.00
$220,000
27
3339.2001 Sanitary Sewer Junction Structure
33 39 10, 33 39 20
2
LS
$245,000.00
$490,000
28
9999.0003 84" Casinq By Other Than Open Cut
33 05 22
260
LF
$3,300.00
$858,000
Subtotal:
$4,159,t40
0
No Design
Contina. (%,+/-)
30
$1,248,222
❑
Preliminary
Total
$4,160,a00
El
Final Design
Escalation
2023 to 2025
$440,000
Total Escalated
$4,600,000
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or
market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's
judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual
construction costs will not vary from its opinions of probable costs.
K:\FTW_Marketing\Fort_W orth\2022_FW CC\W KS\Exhibit B-3 OPCC_University_FW CC-&-Cast-Iron-Replacement-2023-11-09.xis
EXHIBIT B-3
Engineer's Opinion of Probable Construction Cost
Design Services for
Fort Worth Central City Water and Sanitary Sewer Relocations
City Project No. 104484
Kimley-Horn and Associates, Inc.
Client: City of Fort Worth
Project: University Drive - FWCC Part 24 Wtr & Swr and Cast Iron Water Line Replacement
KHA No.:061018052
Jitle: University Cast Iron Water Line Replacement
Line No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Description
3305.1107 42" Casing By Other Than Open Cut
3305.1103 20" Casing By Other Than Open Cut
3305.2007 24" Water Carrier Pipe
3305.2002 8" Water Carrier Pipe
3311.0644 24" Water Pipe (Restrained Joints)
3311.0554 16" DIP Water (Restrained Joints)
3311.0444 12" Water Pipe (Restrained Joints)
3311.0242 8" Water Pipe, CSS Backfill
3311.0161 6" PVC Water Pipe
3305.0109 Trench Safety
3312.3008 24" Gate Valve w/ Vault
3312.3006 16" Gate Valve w/ Vault
3312.3005 12" Gate Valve
3312.3003 8" Gate Valve
3312.3002 6" Gate Valve
3312.0106 Connection to Existing 16" Water Main
3312.0108 Connection to Existing 24" Water Main
3312.0113 Connection to Existing 54" Water Main
3312.0117 Connection to Existing 4"-12" Water Main
3312.1004 4" Combination Air Valve Assembly for Water
3312.6002 6" Blow Off Valve
3305.0110 Utility Markers
3311.0001 Ductile Iron Water Fittings w/ Restraint
3312.0001 Fire Hydrant
3305.0101 Fire Hydrant Stem Extension
3304.0002 Cathodic Protection
0241.0100 Remove Sidewalk
0241.0401 Remove Concrete Drive
0241.1012 Remove 6" Water Line
0241.1013 Remove 8" Water Line
0241.1018 Remove 20" Water Line
0241.1001 Water Line Grouting
0241.1118 4"-12" Pressure Plug
0241.1218 4"-12" Water Abandonment Plug
0241.1208 20" Water Abandonment Plug
0241.1300 Remove Conc Curb&Gutter
0241.1302 Remove 6" Water Valve
0241.1303 Remove 8" Water Valve
0241.1353 Salvage 20" Water Valve
0241.1510 Salvage Fire Hydrant
0241.1514 Salvage 2" Water Meter
3201.0121 4' W ide Asphalt Pvmt Repair, Arterial
3201.0122 5' W ide Asphalt Pvmt Repair, Arterial
3201.0203 Asphalt Pvmt Repair Beyond Defined Width,
Industrial
3201.0616 Conc Pvmt Repair, Arterial/Industrial
3292.0400 Seeding, Hydromulch
3213.0301 4" Conc Sidewalk
3213.0400 5" Concrete Driveway
3216.0101 6" Conc Curb and Gutter
3471.0001 Traffic Control
3471.0002 Portable Message Sign
9999.001 Contingency
0 No Design
❑ Preliminary
❑ Final Design
This total does not reflect engineering or technical services.
33 05 22
33 05 22
33 05 24
33 05 24
33 11 10, 33 11 12, 33 11 13, 33 11 14
3311 10
33 11 10, 33 11 12
33 11 10, 33 11 12
3311 12
33 05 10
33 12 20
33 12 20
33 12 20
33 12 20
33 12 20
33 12 25
33 12 25
33 12 25
33 12 25
33 12 30
33 12 60
33 05 26
3311 11
33 12 40
33 05 14
33 04 12
0241 13
0241 13
0241 14
0241 14
0241 14
0241 14
0241 14
0241 14
0241 14
0241 15
0241 14
0241 14
0241 14
0241 14
0241 14
3201 17
3201 17
3201 17
Opinion of Probable Construction Cost
Date: 111912023
Prepared By: CT DI
Checked By: CTD
Quantity Unit Unit Price Cost
200 LF $800.00 $160,000
0 LF $700.00 $0
200 LF $250.00 $50,000
0 LF $155.00 $0
2,500 LF $425.00 $1,062,500
100 LF $350.00 $35,000
100 LF $250.00 $25,000
810 LF $180.00 $145,800
120 LF $90.00 $10,800
3,510 LF $10.00 $35,100
6 EA $30,000.00 $180,000
2 EA $20,000.00 $40,000
1 EA $4,000.00 $4,000
3 EA $2,500.00 $7,500
6 EA $2,000.00 $12,000
2 EA $30,001.00 $60,002
1 EA $30,002.00 $30,002
1 EA $30,003.00 $30,003
10 EA $30,004.00 $300,040
1 EA $20,000.00 $20,000
0 EA $15,000.00 $0
1 LS $15,000.00 $15,000
27 TON $8,500.00 $229,500
6 EA $4,000.00 $24,000
0 EA $500.00 $0
1 LS $50,000.00 $50,000
0 SF $4.00 $0
0 SF $4.00 $0
0 LF $10.00 $0
0 LF $10.00 $0
0 LF $75.00 $0
0 CY $300.00 $0
0 EA $1,000.00 $0
0 EA $500.00 $0
0 EA $700.00 $0
0 LF $10.00 $0
5 EA $750.00 $3,750
4 EA $750.00 $3,000
3 EA $2,000.00 $6,000
6 EA $1,500.00 $9,000
0 EA $400.00 $0
0 LF $75.00 $0
0 LF $85.00 $0
0 SY $150.00 $0
3201
17
11,700
SY
$150.00
$1,755,000
3201
17
0
SY
$5.00
$0
3201
17
0
SF
$20.00
$0
32 13
20
0
SF
$25.00
$0
321613
100
LF
$45.00
$4,500
3471
13
9
MO
$5,000.00
$45,000
347113
30
WK
$500.00
$15,000
00 72
00
1
LS
$25,000.00
$25.000
_
Subtotal:
$4,392,497
Contino.(%.+/-1
30
$1.325.222
Total
-
$4,400,000
Escalation
2022 to 2024
$500,000
Total Escalated
$4,900,000
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or
market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's
judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction
costs will not vary from its opinions of probable costs.
K\FTW_Marketing\For_Worth\2022_FWCC\WKS\Exhibit B-3OPCC_Univ miTy_FWCC-&-Cast-Iron-Replacement-2023-11-09.xls
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT
Design Services for
FORT WORTH CENTRAL CITY WATER & SANITARY SEWER RELOCATIONS
City Project No. 104484
NO CHANGES
City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page I of I
ATTACHMENT "D"
PROJECT SCHEDULE
Design Services for
FORT WORTH CENTRAL CITY WATER & SANITARY SEWER RELOCATIONS
City Project No. 104484
City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page I of I
ATTACHMENT "E"
LOCATION MAP
Fort Worth Central City Water & Sanitary Sewer Relocations
City Project No. 104484
•�y
PROPOSED 66-INCH & 12-INCH
SANITARY SEWER AND
12-INCH WATER
LINE RELOCATION
PROPOSED24-INCH WATER
LINE RELOCATION
PROPOSED 66154-INCH
SANITARY SEWER
USAGE CENTRAL
CITY PROJECT
SOUTH BYPASS CHANNEL
MUM
4
ss
PROPOSED 66;60-INCH
SANITARY SEWER
[1QT ,rAt
ATTACHMENT "F"
CERTIFICATE OF INSURANCE
Design Services for
FORT WORTH CENTRAL CITY WATER & SANITARY SEWER RELOCATIONS
City Project No. 104484