HomeMy WebLinkAboutContract 61511City of Fort Worth, Texas 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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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 Lockwood, Andrews & Newnam, Inc., authorized to do business in Texas,
("ENGINEER"), for a PROJECT generally described as: 16 Inch to 30 Inch Cast Iron Water
Main Replacements in Holly - East Side Pump Station – Project No. 105069.
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 $1,448,273.00 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.
CSC No. 61511
City of Fort Worth, Texas 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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(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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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I. 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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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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 respondeat 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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
Page 8 of 15
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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
Page 10 of 15
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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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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.
I. 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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
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 (I-9). Upon request by CITY,
ENGINEER shall provide CITY with copies of all I-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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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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 16”-30” Cast Iron Water Main Repl. Holly- East Side PS
Standard Agreement for Engineering Related Design Services CPN 105069
Revised Date: 12-08-2023
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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
BY:
ENGINEER
Fernando Costa
Assistant City Manager
Date:__________________
Lockwood, Andrews & Newnam, Inc.
Justin C. Reeves, P.E.
Vice President
Date:____________________________
ATTEST:
Jannette Goodall
City Secretary
APPROVAL RECOMMENDED:
By:
Christopher Harder, P.E.
Director, Water Department
APPROVED AS TO FORM AND LEGALITY
By:
Douglas W Black
Sr. Assistant City Attorney
Form 1295 No.: 2024-1132645
M&C No.:___24-0420_______
M&C Date:_May 14, 2024____
Contract Compliance Manager:
By signing, I acknowledge that I am the person responsible for the monitoring and
administration of this contract, including ensuring all performance and reporting
requirements.
_______________________________
Walter Norwood, P.E.
Project Manager
May 17, 2024
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 1 of 21
ATTACHMENT A
Scope for Engineering Design Related Services for Water and/or Sanitary Sewer
Improvements
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
The scope set forth herein defines the work to be performed by the ENGINEER in
completing the project. Both the CITY and ENGINEER have attempted to clearly define the
work to be performed and address the needs of the Project.
WORK TO BE PERFORMED
Task 1. Design 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. Plan Submittal Checklists
Task 10. Stream Crossing Services
Task 11. Additional Parks Coordination
Project includes:
The design of water lines (16- to 30-inch) to replace existing 16- to 24-inch cast
iron water lines generally east of downtown Fort Worth totaling approximately
36,555 linear feet (L.F.). The replacement lines over 24-inch will require valving
and connections to existing distribution lines including some parallel lines for
service meters. The design also includes replacement of 660 L.F. of 8-inch sewer
replacements for a total of 37,215 L.F. of pipeline replacements.
The routes below are the best estimate of the final route at this time. The preferred route
will be determined in the execution of this work. This project is proposed to be advertised
(bid) in two packages. Design includes the following pipelines and locations:
1. Segment 1 - 36-inch Replacement
From the Intersection of South Freeway and East Vickery Blvd. (along East Vickery) to the
Intersection of Ernest Street and Vickery Blvd, then down Ernest Street to the East Side Pump
Station:
Segment Details
9,755 L.F. of 36-inch Open-Cut.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 2 of 21
400 L.F. of 36-inch By other than open-cut (BOTOC).
Proposed Vertical Shaft Tunnel installation at US 287 Crossing to mitigate
elevation differences.
Proposed Tunnel at Railroad Bridge Crossing (Depending on permitting
requirements of UPRR).
Open-cut crossing of Sycamore Creek requiring a Corps of Engineers (COE)
permit and streambank protections.
Service Connections cannot connect to the 36-inch replacement water line.
Service connections will utilize a proposed parallel 12-inch line for distribution (size
to be finalized by the CoFW modeling team) to the 36-inch replacement water line
and include strategic connections and valves to the proposed 30-inch waterline.
Grout abandon existing 16-inch cast iron line through Sycamore Park.
Replace and reconnect existing small diameter distribution water lines within road
ROW along the alignment given.
Sewer Replacements are not to be included except for 250 L.F. of 6-inch in Vickery
Blvd.
Provide detailed traffic control to close one side of Vickery Blvd. The traffic control
plan (TCP) should also include a removal plan that allows traffic to become
accustomed to the removal of traffic control devices and begin driving on the
correct side of the Blvd. section when work is complete.
Limits Length Ex.
Size
New
Size Length Ex.
Size
New
Size
Water Sewer
E Vickery Blvd. and Kentucky Ave. to
E Vickery Blvd. and Ernest St. 9775 L.F. - 36" - - -
E Vickery Blvd. and Kentucky Ave. 40 L.F. 20" 36" - - -
E Vickery Blvd. and E Broadway Ave. 540 L.F. 6" 8" - - -
E Vickery Blvd. and Stella St. 250 L.F. 6" 8" - - -
1503 E Vickery Blvd. to E. Vickery
Blvd. and IH-30 2840 L.F. 16" 12" - - -
E Vickery Blvd. and Loney St. 50 L.F. 8" 8" - - -
E Vickery Blvd. and Exeter St. 75 L.F. 6" 8" - - -
1727 E Vickery Blvd. 40 L.F. 8" 8" - - -
E Vickery Blvd. and Cromwell St. 55 L.F. 8" 8" - - -
E Vickery Blvd. and Ash Crescent St. 40 L.F. 6" 8" - - -
E Vickery Blvd. and Belzise Terrace 40 L.F. 6" 8" - - -
E Vickery Blvd. and Ann St. 50 L.F. 6" 8" - - -
E Vickery Blvd. and IH-30 to E Vickery
Blvd. and Ernest St. 1950 L.F. 16" 12" - - -
E Vickery Blvd. and McCurdy St. 10 L.F. 6" 8" - - -
E Vickery Blvd. and Sycamore
Terrace 25 L.F. 6" 8" - - -
E Vickery Blvd. and Sycamore St. 25 L.F. 6" 8" - - -
E Vickery Blvd. and Ernest St. 50 L.F. 6" 8" - - -
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 3 of 21
Limits Length Ex.
Size
New
Size Length Ex.
Size
New
Size
Water Sewer
E Vickery Blvd. and Ernest St. 655 L.F. 20" 24" - - -
E Vickery Blvd. and New York Ave.
(Sewer) - - - 250 L.F.
2. Segment 2 24-inch Replacement
From the Intersection of East Tucker Street and East Vickery Blvd. to the Intersection of East
Tucker Street and Exeter Street, then north on Exeter to the crossing UPRR and US 287 to
East Ave., then north along Riverside Ave. under and to the north side of IH 30. Also, from
the Intersection of Riverside Ave. and East Lancaster Ave., down Lancaster Ave. to Sycamore
Creek bridge, then south to reconnect to an existing line at the UPRR ROW.
Segment Details
7,000 L.F. of 30-inch Open-Cut.
400 L.F. of 30-inch BOTOC.
Proposed Boring at UPRR Crossing.
Proposed Boring at US 287 Crossing.
Proposed Boring at IH-30 Crossing.
Service Connections cannot connect to 30-inch replacement water line. Service
connections will utilize a proposed parallel 8-inch line for distribution (size to be
finalized by the CoFW modeling team) to the 30-inch replacement water line and
include strategic connections and valves to the proposed 30-inch water line.
Replace and reconnect existing lines within road ROW except 8-inch parallel along
Lancaster Ave.
Sewer Replacements are not to be included.
Connection to Riverside Drive Improvements North of IH-30. Coordinate with
others to connect to the new line designed by others on the south side of Trinity
River and the north side of I-30. No existing pipe is to remain between the two
segments.
Provide detailed traffic control to close one side of Lancaster Bd. The TCP should
also include a removal plan that allows traffic to become accustomed to the
removal of traffic control devices and begin driving on the correct side of the Blvd.
section when work is complete
Limits
Length Ex.
Size
New
Size Length Ex.
Size
New
Size
Water Sewer
E Vickery Blvd. and E Tucker
St. to 2118 E Lancaster Ave. 6340 L.F. - 30" - - -
S Riverside Dr. and E
Lancaster Ave. to IH-30 1300 L.F. - 30" - - -
2400 S Riverside Dr. 55 L.F. 6" 8" - - -
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 4 of 21
Limits
Length Ex.
Size
New
Size Length Ex.
Size
New
Size
Water Sewer
East Ave. and S Riverside Dr.
to East Ave. and Grafton St. 685 L.F. - 8" - - -
East Lancaster Ave. and
Riverside Dr. 40 L.F. 6" 8" - - -
S Riverside Dr. and Bomar
Ave. 50 L.F. 8" 8" - - -
3. Segment 3 30-inch Replacement
From the Intersection of West Lancaster Ave. and Thockmorton St. to the Intersection of Main
Street and East Lancaster Ave., then south along Main Street to East Vickery Blvd.
Segment Details
2,700 L.F. of 16-inch Open-Cut.
500 L.F. of 16-inch BOTOC.
Proposed boring at TxDOT and UPRR, TRE and BNSF ROWs.
Replacement of existing water line along the east side of the USPS building for
service. Also including small line needed for service from West Vickery.
Replace, abandon and reconnect existing lines within road ROWs.
Service connections to 16-inch Replacement.
Grout abandon existing 16-inch line through Railroad and TxDOT ROW and from
under building.
Sewer replacements are not included.
Limits
Length Ex.
Size
New
Size Length Ex.
Size
New
Size
Water Sewer
W Lancaster Ave. and Throckmorton
St to Main St and W Vickery Blvd. 2200 L.F. 30" 16" - - -
251 W Lancaster Ave. 320 L.F. 30" 12" - - -
400 W Vickery Blvd. 230 L.F 30" 12" - - -
Main St and W Vickery Blvd. to
Industrial Ave. 270 L.F. 8" 8" - - -
4. Segment 4 16-inch Replacement
From the Intersection of East Lancaster Ave. and South Freeway to the Intersection of East
Lancaster Ave. and Pine Street, then south along Pine Street to the Intersection of Pine Street
and East El Paso Street, then east along El Paso Street to the middle of the block to turn
south to cross UPRR and enter South Virginia Ave. and proceed to East Vickery Blvd.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 5 of 21
Segment Details
4,000 L.F. of 16-inch Open-Cut.
500 L.F. of 16-inch BOTOC.
Proposed boring at Railroad ROW
Replace and reconnect existing lines within road ROW that are not to standards.
Extended service connections due to project conditions.
Service Connections to 16-inch Replacement.
Sewer Replacements are not to be included except for 410 L.F. of 8-inch east of S
Virginia Ave.
Limits Length Ex.
Size
New
Size Length Ex.
Size
New
Size
Water Sewer
E Lancaster Ave. and N Kentucky
Ave. to W Vickery Blvd. and S Virgina
Ave.
4250
L.F. 10" 16" - - -
E Lancaster Ave. and N Kentucky
Ave. 45 L.F. 16" 16" - - -
1221 E Lancaster Ave. 20 L.F. 12" 12" - - -
E Lancaster Ave. and Cedar St. 60 L.F. 12" 12" - - -
E Lancaster Ave. and Chambers St. 30 L.F. 8" 8" - - -
E Lancaster Ave. and Cypress St. 60 L.F. 10" 10" - - -
E Lancaster Ave. and Pine St. 40 L.F. 10" 10" - - -
E Lancaster Ave. and E Presidio St. 20 L.F. 12" 12" - - -
E El Paso St. and Pine St. 40 L.F. 10" 10" - - -
1734 E El Paso St. 700 L.F. 24" 8" - - -
East of S Virginia Ave. at Vickery
Blvd. - - - 410 L.F.
5. Segment 5 16-inch Replacement
From the Intersection of Broadway Ave. and Kentucky Ave. south to the Intersection of
Kentucky Ave. and East Tucker Street, then east to the Intersection of East Tucker Street and
South Virginia Ave.
Segment Details
3,000 L.F. of 16-inch Open-Cut.
No anticipated BOTOC on this Segment.
Replace and reconnect existing lines within road ROW that are not to standards.
Service Connections to 16-inch Replacement.
Sewer Replacements are not to be included.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 6 of 21
Length Ex. Size New Size Length Ex.
Size
New
Size
Water Sewer
Kentucky Ave. and E
Broadway Ave. to E Tucker St.
and S Virgina Ave.
3050 L.F. 16" 16" - - -
Kentucky Ave. and E
Broadway Ave 55 L.F. 6" 8" - - -
Kentucky Ave. and Bessie St. 20 L.F. 6" 8" - - -
Kentucky Ave. and E Tucker
St. 45 L.F. 6" 8" - - -
Kentucky Ave. and E Tucker
St. 40 L.F. 12" 12" - - -
E Tucker St. and Pine St. 30 L.F. 4" 8" - - -
E Tucker St. and S Virginia
Ave. 50 L.F. 6" 8" - - -
6. Grout Abandonment
Abandonment Details
6,000 L.F. of 24-inch Abandonment in UPRR ROW.
1,600 L.F. of 16-inch Abandonment in UPRR ROW & Sycamore Park.
Connections to 24-inch will be plugged at existing UPRR ROW crossing. The old
line will be grouted.
Small diameter line(s) will be necessary to restore services.
530 L.F. of 8-inch Sewer Abandonment East of S Virginia Ave. at Vickery Blvd.
Detailed design will include:
Pipeline design;
By other than open cut pipeline design under streets, deep sections, railroad,
creek, and highway crossings;
Small diameter replacement within the street ROW as listed herein. The sizing is to
be confirmed by the .
TASK 1. DESIGN MANAGEMENT.
resources. ENGINEER shall:
Manage change,
Communicate effectively,
Coordinate internally and externally as needed, and
Proactively address reasonable
as necessary to make progress on the work.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 7 of 21
1.1 Managing the Team
Lead, manage and direct design team activities,
Ensure quality control is practiced in performance of the work,
Communicate internally among team members, and
Task and allocate team resources.
1.2 Communications and Reporting
Attend a pre-design project kickoff/chartering meeting for segments 1 through 5
with CITY staff to confirm and clarify scope, understand CITY objectives, and
ensure economical and functional designs that meet CITY requirements (1
meeting).
Conduct review meetings with the CITY at the end of each design phase. It is
assumed that segments 1 through 5 will be discussed in a single meeting after
each design phase (3 meetings total).
Prepare invoices and submit monthly in the format requested by the CITY.
Prepare and submit progress reports in the format provided by the Water
Department with each invoice.
Prepare and submit baseline Project Schedule initially, and Project Schedule
updates with a schedule narrative monthly, as required in Attachment D to this
Document.
Complete all weekly M/WBE Reporting requirements as required by the new
requirements of the Inclusion Department.
Coordinate with other agencies and entities as necessary for the design of the
proposed infrastructure and provide and obtain information needed to prepare the
design. With respect to coordination with permitting authorities, ENGINEER shall
communicate with the following permitting authorities (TxDOT, UPRR, BNSF, TRE,
and THC) such that their regulatory requirements are appropriately reflected in the
designs. ENGINEER shall work with regulatory authorities to obtain approval of
the designs, and make changes necessary to meet their requirements, as part of
the design scope.
Personnel and Vehicle Identification: When conducting site visits to the project
location, the ENGINEER or any of its sub-consultants shall carry readily available
information identifying the name of the company and the company representative.
ASSUMPTIONS
15 MWBE reports will be prepared
4 meetings with city staff (Kickoff, 30 percent, 60 percent, and 90 percent review
meetings)
15 monthly water department progress reports will be prepared
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 8 of 21
15 monthly project schedule updates will be prepared
DELIVERABLES
A. Meeting summaries with action items
B. Monthly invoices
C. Monthly progress reports
D. Baseline design schedule
E. Monthly schedule updates with schedule narrative describing any current or
anticipated schedule changes
F. Monthly M/WBE Report Form and Final Summary Payment Report Form
G. Plan Submittal Checklists (See Task 9)
TASK 2. CONCEPTUAL DESIGN (30 PERCENT).
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 recommend a proposed corridor for the replacements that successfully
addresses the design problem,
Present (through the defined deliverables) these alternatives to the CITY, and
ENGINEER will develop the conceptual design of the infrastructure as follows. Conceptual
design will be submitted as a single package. The project will be separated into 2 packages
in later phases of design.
2.1 ENGINEER will contact private and public stakeholders adjacent to segments 1
through 5 to coordinate the project specifics where it may cross their property, utility,
infrastructure or interfere with their use of the property.
2.2 ENGINEER will develop a stakeholder coordination plan by segment 1 through 5.
ENGINEER will maintain a list of all stakeholders to include:
Contact name, email, phone number, address, (including public and private) and
Notes regarding most recent conversations with permitting entities (TxDOT, UPRR,
BNSF, TRE, and THC).
2.3 ENGINEER shall obtain/attempt to obtain temporary right of entry (TROE) permission
from all stakeholders prior to entering property. Letters will be sent via certified mail
with require a signed form granting permission in return. One letter will be sent.
Owners refusing TROE or unresponsive shall be promptly reported to the City.
The documentation shall be provided in conformance with the checklists and
site.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 9 of 21
2.4 Data Collection
In addition to data obtained from the CITY, ENGINEER will research proposed
improvements in conjunction with any other known, 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.
The data collection efforts will also include conducting up to two special
coordination meetings with affected property owners and businesses as necessary
to develop utility re-routing plans.
2.5 ENGINEER will develop the Conceptual Design package. The Conceptual Design
Package shall include the following:
Cover Sheet.
Plan view drawings of the recommended design concept using aerial imagery as
the background.
Proposed delineation of Package 1 and Package 2 based on location, estimate of
probable construction costs, and the .
Meeting minutes taken during the 30 percent design review meeting with the CITY
will document key design decisions.
Estimate of probable construction costs by segments 1 through 5.
ASSUMPTIONS
6 copies of the conceptual design package (30 percent design) will be delivered.
Report shall be letter sized and comb- bound with a clear plastic cover. Drawings
will be 11x17 size fold outs bound in the report.
DWF files created from design CAD drawings will be uploaded to the designated
project folder in .
ENGINEER shall prepare the meeting minutes of the Concept Review meeting and
revise the report, if needed.
ENGINEER shall not proceed with Preliminary Design activities without obtaining
written approval by the CITY of the Conceptual Design Package.
ENGINEER assumes that the recommended realignment was determined prior to
contracting and providing multiple alternatives is excluded from the scope.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 10 of 21
The project phasing is limited to Segments 1 through 5 and will be broken down by
Level D SUE will be conducted prior to developing the 30 percent graphics.
No geotechnical investigation will be performed prior to preliminary design.
DELIVERABLES
A. Conceptual Design Package
B. Data Base listing names and addresses of residents and businesses affected by
the project.
TASK 3. PRELIMINARY DESIGN (60 PERCENT).
Preliminary plans and specifications shall be submitted to CITY per the approved Project
Schedule. ENGINEER will develop the preliminary design of the infrastructure for two
separate design packages as follows.
3.1 Development and review of Preliminary Design Drawings and Specifications shall
include the following:
Cover Sheet. This task will be completed twice, once for each design package.
A Project Control Sheet, showing all Control Points, used or set while gathering
data, generally on a scale of not less than 1:400. The following information shall be
indicated for each Control Point Identified (e.g. existing City Monument, PK Nail,
referred bearing base. Z coordinate on City Datum only; descriptive location (e.g.
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).
This task will be completed twice, once for each design package.
Overall project water and/or sanitary sewer layout sheets. The water layout sheet
shall identify the proposed water main improvement/ existing water mains in the
vicinity and all water appurtenances along with pressure plane boundaries, water
tanks, pump stations, valves, and fire hydrants. The sewer layout will not be
shown on the water layout sheet. It shall identify the proposed sewer main
improvement/existing sewer mains and all sewer appurtenances in the vicinity. The
existing water and sewer lines shall be shown on the map with the size of the line
indicated. This task will be completed twice, once for each design package.
Overall water and/or sanitary sewer abandonment sheet indicating all lines to be
abandoned with cross hatching. This task will be completed twice, once for each
design package.
General Notes sheets. This task will be completed twice, once for each design
package.
Plan and profile sheets which show the following: proposed water and/or sanitary
sewer plan/profile and recommended pipe size, fire hydrants, water service lines
and meter boxes, gate valves, isolation valves, manholes, existing meter numbers
and sizes that are to be replaced, existing sample locations, existing fire line
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 11 of 21
locations, existing utilities and utility easements, and all pertinent information
needed to construct the project. Legal description (Lot Nos., Block Nos., and
Addition Names) along with property ownership shall be provided on the plan view.
The age, pipe material and record drawing (X-File) number for each line shown on
the plan sheets shall be shown along the line. The plan and profiles sheets will be
delineated by segment 1 through 5 and distributed to the appropriate design
package 1 or 2. Plan and profile sheets will include:
o Coordinates
in the same coordinate system as the Control Points.
o Bench marks per 1,000 ft of plan/profile sheet two or more.
o Bearings given on all proposed centerlines, or baselines.
The ENGINEER will prepare standard and special detail sheets for water line
installation and sewer replacement that are not already included in the D-section of
include connection details between various
parts of the project, tunneling details, boring and jacking details, water line
relocations, details unique to the construction of the project, trenchless details, and
special service lateral reconnections. This task will be completed twice, once for
each design package.
The ENGINEER will prepare an overview sheet of roadways requiring replacement.
The sheet will include quantities of replacement and typical street details. The
pavement replacement will be curb-to-curb where construction in the roadway is
required.
ENGINEER will update the probable construction costs by segments 1 through 5.
3.2 Geotechnical Investigation
Soil investigations, including field and laboratory tests, 13 borings not to exceed 30
feet in depth, related engineering analysis and recommendations for determining
soil conditions will be made for tunnel crossings.
3.3 Utility Clearance
The
Department, Water Department, other CITY departments and other government
agencies to determine the approximate location of above and underground utilities,
and other facilities (current and future) that have an impact or influence on the
project for CITY transmission mains. The City will coordinate public distribution
utilities and private utilities.
The ENGINEER shall upload individual PDF files of the approved preliminary plan
set to the designated project folder in ebuilder for forwarding to all utility companies
which have facilities within the limits of the project.
3.4 Traffic Control Plan
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 12 of 21
Develop a traffic control plan utilizing standard traffic reroute configurations posted
if included in the sealed contract documents.
Develop supplemental traffic control drawings for review and approval by the
Traffic Division of the Transportation and Public Works Department for Vickery
Blvd., Lancaster Ave., and Riverside Dr. These drawings shall be sealed by a
professional engineer registered in the State of Texas. On divided boulevard
sections requiring closure of one side of the boulevard, i.e. Vickery Bd., the
engineer shall develop a plan to reinstate the traffic to both sides of the boulevard.
3.5 Railroad Permits
Engineer will research to determine current requirements of the railroad company
that has ownership at the water line crossing areas.
Engineer will develop documents and exhibits for the CITY to submit for permits
each time the proposed pipeline crosses, abandons and connects to existing lines
within the railroad ROWs.
Up to 6 permits are expected from UPRR, TRE and BNSF. The permitting fee is
included in the scope of the project.
3.6 TxDOT Permitting
Engineer will research to determine current requirements of TxDOT for all of the
crossing locations.
Engineer will assist the CITY by developing documents and exhibits for submission
to the RULIS system each time the proposed pipeline crosses, installs new water
lines, or abandons old water lines within the TxDOT ROW.
Up to 6 permits are expected to need to be obtained from TxDOT.
3.7 Environmental Permitting
ENGINEER will review site and conduct environmental review of the project site to
obtain clearance from state permitting and environmental jurisdictions.
ASSUMPTIONS
0 public meeting(s) will be conducted or attended during the preliminary design
phase.
13 geotechnical borings between a maximum depth of 50 feet each will be provided.
2 sets of 11x17 size plans will be delivered for the Constructability Review.
5 sets of 11x17 size plans will be delivered for the Preliminary Design (60% design).
2 sets of specifications will be delivered for the Preliminary Design (60% design).
only supplement the technical specifications if needed.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 13 of 21
2 sets of 11x17 size drawings will be delivered for Utility Clearance.
ENGINEER shall not proceed with Final Design activities without written approval by
the CITY of the Preliminary Design plans.
Profiles of proposed water lines will only be provided by the ENGINEER for 12-
inches in diameter or bigger.
Roadway profiles and cross-section are not included in the scope of this project.
No meetings are anticipated with the permitting, CITY, or utility owners to coordinate
clearances.
Additional archaeological digging and site investigation is assumed to be additional
services and not included in this scope of work. The site is assumed to be disturbed
and assumed approval for construction from the Texas Historical Commission and
United States Corps of Engineers. Any additional permitting will require additional
compensation.
Traffic control plans are limited to standard traffic control plans and devices as
identified in the Texas Manual of Uniform Traffic Control Devices except as
specifically listed in this scope of services.
Additional design of replacements of CITY utilities to accommodate the proposed
transmission mains will require additional services.
DELIVERABLES
A. Preliminary Design drawings and specifications
B. TxDOT and Railroad Permit drawings
C. Storm Water Pollution Prevention Plan
D. Estimates of probable construction cost
TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS
(100 PERCENT).
The following tasks will be completed twice, once for each design package. Upon approval
of the Preliminary plans, ENGINEER will prepare construction plans as follows:
For this project, the Contractor will be responsible for preparing and submitting the
Storm Water Pollution Prevention Plan (SWPPP) for segments 1 through 5 with
appropriate regulatory agencies. The Engineer will provide a proposed erosion
control plan with the construction documents according to the current CITY iSWM
Criteria Manual for Site Development and Construction to the contractor.
Draft Final plans (90%) for segments 1 through 5 and any changes to technical
specifications shall be submitted to CITY for each design package per the
approved Project Schedule.
Following a 90% construction plan review meeting with the CITY, the ENGINEER
shall revise the 90% drawings and technical specifications and submit Construction
Documents (100%) to the CITY per the approved Project Schedule. Each plan
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 14 of 21
sheet shall be stamped, dated, and signed by the ENGINEER registered in State of
Texas.
The ENGINEER shall submit a final design estimate of probable construction cost
with both the 90% and 100% design packages. This estimate shall use ONLY
standard CITY bid items.
ASSUMPTIONS
5 sets of 11x17 size drawings and 2 sets of 22x34 size drawings and 2
specifications will be delivered for the 90% Design package.
A DWF file for the 90% Design will be created from design CAD drawings and will
be uploaded to the project folder in .
8 sets of 11x17 size drawings and 3 specifications will be delivered for the100%
Design package.
The
shall only supplement the technical specifications if needed.
Engineer to provide estimated final sheet list (cover/index, general notes, control
point location, no. of plan/profiles, special detail sheets, etc.)
DELIVERABLES
A. 90% construction plans and specifications.
B. 100% construction plans and specifications.
C. Detailed estimates of probable construction costs including summaries of bid items
D. Original cover mylar for the signatures of authorized CITY officials.
TASK 5. BID PHASE SERVICES.
ENGINEER will support the bid phase of the project as follows. This project will be
advertised (bid) in two packages. The listed bid phase services are applicable to each of
the two construction contracts.
5.1 Bid Support
The ENGINEER shall upload all plans and contract documents onto for
access to potential bidders.
o Contract documents shall be uploaded in a .xls file.
o Unit Price Proposal documents are to be created utilizing CFW Bidtools only
and combined in a specified spreadsheet workbook, Bid Proposal Worksheet
Template, and will be populated and configured so that all pages are complete
and the Summary Worksheet(s) in the workbook detail and automatically
summarize the totals from the inserted Unit Price Proposal document
worksheets.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 15 of 21
o Plan Sets are to be uploaded to in two formats, .pdf and .dwf files.
The .pdf will consist of one file of the entire plan set. The .dwf will consist of
individual files, one for each plan sheet, and will be numbered and named in a
manner similar to that of the plan set index.
The ENGINEER will receive and answer
additional information. The procedures shall include a log of all significant bidders
questions and requests and the response thereto. The log shall be housed and
folder titled Request for Information. The
ENGINEER will provide technical interpretation of the contract bid documents and
will prepare proposed responses to all bidders questions and requests, in the form
of addenda. The ENGINEER shall upload all approved addenda onto and
mail addenda to all plan holders.
Attend the virtual prebid conference in support of the CITY.
Attend the virtual bid opening in support of the CITY.
Tabulate and review all bids received for the construction project, assist the CITY
in evaluating bids, and recommend award of the contract. A copy of the Bid
Tabulation and the CFW Data Spreadsheet created utilizing CFW Bidtools only are
Results folder on .
Incorporate all addenda into the contract documents and issue conformed sets.
5.2 Final Design Drawings
Final Design Drawings shall be submitted in both Adobe Acrobat PDF format
(version 6.0 or higher) format and DWF format. There shall be one (1) PDF file
and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for
the Water plan set. Each PDF file shall be created from the original CAD drawing
files and shall contain all associated sheets of the particular plan set. Singular
PDF and DWF files for each sheet of a plan set will not be accepted. PDF and
DWF files shall conform to naming conventions as follows:
I. TPW file name example --
Example: W-0053_org3.pdf and K-0320_org5.pdf
II. Water and Sewer file name example --
an
Example: X-12755_org18.pdf
.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 16 of 21
In addition to the PDF and DWF files, the ENGINEER shall submit each plan sheet
as an individual DWG file with all reference files integrated into the sheet. If the plans
were prepared in DGN format, they shall be converted to DWG prior to uploading.
The naming convention to be used for the DWG files shall be as follows:
I. TPW files shall use the W number as for PDF and DWF files, but shall include the
sheet number in the name --
II. Water and Sewer file names shall use the X number as for PDF and DWF files,
but shall include the sheet number in the name --
For information on the proper manner to submit files and to obtain a file number
for the project, contact the Department of Transportation and Public Works Vault
at telephone number (817) 392-8426. File numbers will not be issued to a project
unless the appropriate project numbers and fund codes have been assigned and
are in the Department of Transportation and Public Works database.
ASSUMPTIONS
The project will be bid in two bid packages and each awarded to an individual
contractor.
Only preapproved bidders are allowed to submit on this project. Review of bidder
qualifications is not required.
2 sets of construction documents will be sold to and made available on ebuilder
for plan holders and/or given to plan viewing rooms.
8 sets of 11x17 size and 2 sets of 22x34 size drawings plans and 8 specifications
(conformed, if applicable) will be delivered to the CITY.
PDF files will be uploaded to .
The CITY will provide a response to bidder questions regarding approving
alternate materials or manufactured products if they meet the project
specifications.
DELIVERABLES
A. Addenda
B. Bid tabulations
C. CFW Data Spreadsheet
D. Recommendation of award
E. Construction documents (conformed, if applicable)
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 17 of 21
TASK 6. ROW/EASEMENT SERVICES.
ENGINEER will support and perform activities related to ROW and land as outlined below,
6.1 Right-of-Way Research
The ENGINEER shall determine rights-of-way, easement needs for construction of
the project. Required temporary and permanent easements will be identified
based on available information and recommendations will be made for approval by
the CITY.
6.2 Right-of-Way/Easement Preparation and Submittal.
The ENGINEER shall prepare 10 documents to be used to obtain right-of-way and
permanent and/or temporary easements required to construct the improvements.
The ENGINEER shall submit the right-of-way and/or easement documents to CITY
PM for real property acquisition.
The documentation shall be provided in conformance with the checklists and
ebuilder site.
ASSUMPTIONS
10 Permanent and/or Temporary Easements or right-of-way documents included in
the scope of work.
The legal description required for the Parks Conversion application (if necessary) is
assumed to be one of the 10 easement or right-of-way documents.
Right-of-Way research and mapping includes review of property/right-of-way
records based on current internet-based Tarrant Appraisal District (TAD)
information available at the start of the project and available on-ground property
information (i.e. iron rods, fences, stakes, etc.). It does not include effort for chain
of title research, parent track research, additional research for easements not
included in the TAD, right-of-way takings, easement vacations and abandonments,
right-of-way vacations, and street closures.
DELIVERABLES
A. Easement exhibits and meets and bounds provided on CITY forms
TASK 7. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES.
ENGINEER will provide survey support for segments 1 through 5 as follows.
7.1 Design Survey
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, paint
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 18 of 21
marks and utility appurtenances, structures, 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.
ENGINEER will field locate visible meters for buildings adjacent to the waterline
replacements. The CITY will provide the meter numbers and sizes on all existing
meters to be replaced from the ENGINEERS investigation on the project.
ENGINEER shall identify existing sample stations and fire line locations.
The minimum survey information to be provided on the plans shall include the
following:
o A Project Control Sheet, showing all Control Points, used or set while
gathering data generally on a scale of not less than 1:400.
o The following information about each Control Point;
a. Identified (Existing CITY Monument
b. X, Y and Z Coordinates, in an identified coordinate system, and a
referred bearing base. Z coordinate on CITY Datum only.
c. 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).
o
same coordinate system, as the Control.
o No less than two horizontal bench marks, per line or location.
o Bearings given on all proposed centerlines, or baselines.
o Station equations relating utilities to paving, when appropriate.
7.2 Subsurface Utility Engineering
Information derived from existing utility records;
ENGINEER will produce a utility file, in AutoCAD format, depicting the type and
horizontal location of the designated utilities. The size of each utility will be
presented in the utility file if this information is indicated on available record
drawings. ENGINEER will also provide a summary sheet of the test hole
percent submittal.
and proposed pipeline alignments.
obtained by surveying visible above-ground utility features such as valves,
hydrants, meters, manhole covers, etc.
utilities will be adjusted per field investigation and survey and shown on the 60
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 19 of 21
percent submittal.
(excluding property boundary surveys).
ENGINEER shall conduct two- dimensional (x,y)
information obtained through the application and interpretation on non-destructive
level
provides the horizontal position of subsurface utilities within approximately one
foot. is not included in the scope of work except only as necessary to identify
.
ENGINEER will conduct three dimensional (x,y,z) utility
information obtained utilizing non-destructive vacuum excavation equipment to
expose utilities at critical points which are then tied by surveying. Also known as
utilities within approximately 0.05 feet. hole location. 0
locations to be recommended by the ENGINEER and agreed upon by the CITY
prior to mobilizing field work.
ASSUMPTIONS
Topographic survey at intersection will include no more than 100 feet in each
direction except in public right-of-way. When in public right-of-way, the survey shall
be from right-of-way line to right-of-way line.
Tree surveys are not included in the scope of work.
10 Level A testholes are anticipated for this project.
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 coordinate list.
TASK 8. PLAN SUBMITTAL CHECKLISTS.
Engineer shall complete and submit Plan Submittal Checklists in accordance with the
following table throughout duration of the design:
PLAN SUBMITTAL CHECKLIST REQUIREMENTS
Type
Traffic
Signal
(Submit All
@ 30%)
Storm
Water
30%
Storm
Water
60%
Street
Lights
(Submit
All @
30%
Water
/Sewer
(Submit
All @
60%)
Traffic
Engineering
(Submit All
@ 60%)
Traffic
Control
30%
Traffic
Control
60%
Traffic
Control
90%
Required for all work in City
ROW
Street X X X X X* X X X X
Storm Water X X X X X
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 20 of 21
Water / Sewer X X X X
*If included in street project
ASSUMPTIONS
Any inspection phase services
with the requirements or the Department of Inclusion for SBE and MBE firms.
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
Additional Services not included in the existing Scope of Services 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
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:
Construction phase services.
Construction control survey and easement staking.
Negotiation of easements or property acquisition including temporary right-of-
entries.
Roadway re-design including profiles and cross sections.
Services related to development of the project financing and/or budget.
Services related to disputes over pre-qualification, bid protests, bid rejection and
re-bidding of the contract for construction.
Design of stream bank stabilization.
Design or field testing for cathodic protection.
in this scope of work.
Construction management and inspection services.
Design phase public meetings.
Performance of materials testing or specialty testing services.
Services necessary due to the default of the Contractor.
Services necessary due to defective or incorrect work provided by the Contractor.
Services related to damages caused by fire, flood, earthquake or other acts of
God.
Services related to warranty claims, enforcement and inspection after final
completion.
ATTACHMENT A
DESIGN SERVICES FOR
CAST IRON WATER MAIN REPLACEMENTS - EASTSIDE
CITY PROJECT NO.: 105069
City of Fort Worth, Texas
Attachment A
PMO Release Date: 01.28.2024
Page 21 of 21
Services related to Survey Construction Staking
Services related to acquiring real property including but not limited to easements,
right-of-way, and/or temporary right-of-entries.
Services to support, prepare, document, bring, defend, or assist in litigation
undertaken or defended by the CITY.
Construction Shop drawing review, samples and other submittals submitted by the
contractor.
Performance of miscellaneous and supplemental services related to the project as
requested by the CITY.
ATTACHMENT B
COMPENSATION
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 1 of 3
B-1
Design Services for
Cast Iron Water Main Replacements – Eastside
City Project No. _105069___
Lump Sum Project
I. Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $_1,448,273.00___
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 III. 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
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 2 of 3
B-2
IV. Summary of Total Project Fees
Firm Primary Responsibility Fee Amount %
Prime Consultant
Lockwood, Andrews &
Newnam, Inc.
Engineering Design $1,071,120.00
Proposed MWBE Sub-Consultants
Hanna Surveying &
Engineering LLC
Topographical Survey and
ROW/Easement Survey
$221,735.00
Yellow Rose Mapping,
LLC
Subsurface Utility Engineering $32,500.00
HVJ North Texas
Chelliah Consultants,
Inc.
Geotechnical Engineering $89,518.00
Non-MWBE Consultants
aci Consulting Environmental Assessment $33,400.00
TOTAL $_1,448,273.00_ 100%
Project Number & Name Total Fee MWBE Fee MWBE %
Cast Iron Water Main Replacements –
Eastside
City Project No. 105069
$_1,448,273.00___$_343,753____ _23.7_%
City MWBE Goal = _8.0_% Consultant Committed Goal = _23.7__ %
EXHIBIT “B-1”
ENGINEER INVOICE
(Supplement to Attachment B)
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 3 of 3
B-3
Insert required invoice format following this page, including negotiated total budget and
allocations of budgets across work types and work phases.
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City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page 1 of 1
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT
Design Services for
City Project No.
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City of Fort Worth, Texas
Attachment F
PMO Release Date: 05.19.2010
Page 1 of 1
ATTACHMENT “F”
CERTIFICATE OF INSURANCE
Design Services for
16 Inch to 30 Inch Cast Iron Water
Main Replacements in Holly - East Side Pump Station
City Project No. 105069
�
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City of Fort Worth, Texas
Mayor and Council Communication
DATE: Tuesday, May 14, 2024
LOG NAME: 60ESIDE CASTIRONWMREPLACE - LAN
REFERENCE NO.: **M&C 24-0420
SUBJECT:
(CD 8 and CD 9) Authorize Execution of an Engineering Agreement with Lockwood Andrews & Newnam,
Inc., in the Amount of $1,448,273.00, for the 16 Inch to 30 Inch Cast Iron Water Main Replacements in
Holly - East Side Pump Station Project and Adopt Appropriation Ordinance to Effect a Portion of Water's
Contribution to Fiscal Years 2024-2028 Capital Improvement Program
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize execution of an engineering agreement with Lockwood Andrews & Newnam, Inc., in the
amount of $1,448,273.00, for the 16 inch to 30 inch Cast Iron Water Main Replacements in Holly —
East Side Pump Station project; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Water and Sewer Capital Projects Fund in the amount of $1,958,899.00 from available PayGo
residuals within the Water and Sewer Capital Projects Fund for the purpose of funding the 16 inch to
30 inch Cast Iron Water Mains Replacements in Holly — East Side Pump Station project (City Project
No. 105069) and to effect a portion of Water's contribution to Fiscal Years 2024-2028 Capital
Improvement Program.
DISCUSSION:
Replacement of existing cast iron water lines, installed before the general use of concrete cylinder pipe
and ductile iron pipe, is a major goal of the Fort Worth Water Department (FWWD) due to cast iron pipe's
excessive break record. The Water Department has routinely replaced cast iron waterlines as part of water
replacement/rehabilitation projects and in support of street bond (street rehabilitation) projects. However,
due to the severe street damage and flooding resulting from large cast iron (16-in and larger) water main
breaks, the Department is placing a high priority on replacement of large diameter cast iron water
transmission mains.
This Mayor and Council Communication (M&C) is to authorize the execution of an engineering agreement
with Lockwood Andrews & Newnam, Inc., in the amount of $1,448,273.00, for the 16 inch to 30 inch Cast
Iron Water Main Replacements in Holly — East Side Pump Station project for the preparation of plans and
specifications for water and sanitary sewer main replacements as indicated on the following streets in the
Eastside area of the City:
Street
From
To
Scope
of
Work
95 feet south of
Lancaster Throckmorton Street /
Avenue Lancaster Avenue
Intersection
Lancaster
Avenue
Kentucky Avenue
East 1,025 feet east
then 131 feet south
Pine Street
Lancaster Riverside Drive East 2, 385 feet
Avenue
Sewer
131 feet south of
Main Street Lancaster Avenue Lancaster Avenue / Water
Main Street
Intersection
Pine Street E Lancaster Avenue EI Paso Street Water /
Sewer
EI Paso Street Pine Street West 459 feet Water
Easement east EI Paso E. Vickery Water
of Pine Street Boulevard
Kentucky Virginia Avenue E. Broadway Water
Avenue
E. Tucker Kentucky Avenue S. Virginia Avenue Water
Street
S. Virginia E. Vickery Boulevard E. Dasset Avenue Water /
Avenue Sewer
E. Vickery New York Avenue Woodrow Avenue Water /
Boulevard Sewer
Ernest Street E. Vickery Boulevard Exeter Street Water
E. Tucker E. Vickery Boulevard Exeter Street Water
Exeter Street E. Tucker Street Union Pacific �/ater
Railroad
Easement east
of Union Riverside Drive West 711 feet Water
Pacific
Railroad
Riverside Drive Union Pacific Railroad Bomar Avenue Water /
_ Sewer
In addition to the contract amount, $510,626.00 (Water: $470,726.00; Sewer: $39,900.00) is required for
project management, real property acquisition, utility coordination, and material testing. This project will
have no impact on the Water Department's operating budget when completed. The sewer component of
the project is part of the Water Department's Sanitary Sewer Overflow Initiative Program.
It is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year (FY),
instead of within the annual budget ordinance, as projects commence, additional funding needs are
identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in support of
the Water's portion of the City of Fort Worth's Fiscal Years 2024-2028 Capital, as follows:
60ESIDE CASTIRONWMREPLACE -LAN
Capital Fund Project FY2024 CIP Budget Change Revised
Nam� Name Appropriations Authority �Increase/Decrease)� FY2024
J Budget
105069
-16
W&S to 30in
Capital Projects CI WM $0.00 This M&C $1,958,899.00 $1,958,899.00
- Fund 56002 Repl.
Holly-
ESPS
Funding is available in the Unspecified All-Funds project within the Water & Sewer Capital Project Fund for
the purpose of funding the 16 inch to 30 inch Cast Iron Water Main Replacements in Holly - East Side
Pump Station project.
Appropriations for the 16 inch to 30 inch Cast Iron Water Main Replacements in Holly — East Side Pump
Station project are as depicted below:
Fund Existing Additional project Total*
Appropriations Appropriations
W&S Capital
Projects - $0.00' $1,958,899.00'$1,958,899.00
Fund 56002 i
Project Total $0.00 $1,958,899.00 $1,958,899.00
Business Equity: Lockwood, Andrews & Newnam, Inc., is in compliance with the City's Business Equity
Ordinance by committing to 23 percent MWBE participation on this project. The City's MWBE goal on this
project is 8 percent.
This project is located in COUNCIL DISTRICTS 8 and 9.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are currently available in the Unspecified All-Fund project
within the W&S Capital Projects Fund, and upon approval of the above recommendations and adoption of
the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the 16-
30in CI WM Repl Holly-ESPS project to support execution of the engineering agreement. Prior to any
expenditure being incurred, the Water Department has the responsibility of verifying the availability of
funds.
FUND IDENTIFIERS (FIDs),:
TO
�nd Department Accoun Project Program ctivity Budget Reference # moun
ID ID Year (Chartfield 2)
FROM
Func
Department �Accoun� Project �Progra
ID ID
CERTIFICATIONS:
Submitted for City Manager's Office by_
Originating Department Head:
Additional Information Contact:
Budget
Year
Reference # moun
(Chartfield 2)
Fernando Costa (6122)
Chris Harder (5020)
Walter Norwood (5026)
ATTACHMENTS
1. 60ESIDE CASTIRONWMREPLACE - LAN.docx (CFW Internal)
2. 60ESIDE CASTIRONWMREPLACE-LAN Compliance Memo.pdf (CFW Internal)
3. 60ESIDE CASTIRONWMREPLACE-LAN FID Table (WCF 03.22.24).xlsx (CFW Internal)
4. 60ESIDE CASTIRONWMREPLACE-LAN Form 1295.pdf (CFW Internal)
5. 60ESIDE CASTIRONWMREPLACE-LAN MAP (1)_pdf (Public)
6. 60ESIDE CASTIRONWMREPLACE-LAN MAP 2.pdf (Public)
7. 60ESIDE CASTIRONWMREPLACE-LAN MAP 3.pdf (Public)
8. 60ESIDE CASTIRONWMREPLACE-LAN MAP 4.pdf (Public)
9. 60WSSC19WSMLA1-LAN SAM.pdf (CFW Internal)
10. ORD.APP 60ESIDE CASTIRONWMREPLACE - LAN 56002 A024(r2)_(1).docx (Public)
11. PBS CPN 105069.pdf (CFW Internal)
60ESIDE CASTIRONWMREPLACE-LAN FID TableRec #FundDept #AccountProject IDActivityBudget YearCF 2Program Amount PurposeXfer256002 0600430 4956001 105069 2024 $1,893,314.00256002 0600430 105069 2024 $1,893,314.00256002 0700430 4956001 105069 2024 $65,585.00256002 0700430 105069 2024 $65,585.00Rec #FundDept #AccountProject IDActivityBudget YearCF 2Program Amount PurposeXfer256002 0600430 4956001 UNSPEC UNSPEC 9999 $1,893,314.00256002 0600430 4956001 105069 001730 9999($1,893,314.00)2 56002 0600430 4956001 UNSPEC UNSPEC 9999 $65,585.00 2 56002 0700430 4956001 105069 0017309999($65,585.00)Rec #FundDept #AccountProject IDActivityBudget YearCF 2Program Amount PurposeXfer256002 0600430 4956001 105069 001730 9999($1,893,314.00)256002 0600430 5110101 105069 001730 9999 $258,188.00 Water Staff Cost256002 0600430 5550102 105069 001730 9999 $4,000.00 Public Outreach156002 0600430 5330500 105069 001730 9999 $1,422,588.00 Contract256002 0600430 5710010 105069 001740 9999$60,000.00 Easement Acquisition256002 0600430 5110101 105069 001740 9999 $10,000.00 Easement Acquisition256002 0600430 5330500 105069 001740 9999 $5,000.00 Easement Acquisition256002 0600430 5740010 105069 001780 9999 $5,000.00 Easement Acquisition256002 0600430 5310350 105069 001770 9999 $4,000.00 Utility Coordination256002 0600430 5330500 105069 001784 9999 $100,238.00 Soil Lab Consultant256002 0600430 5310350 105069 001784 9999 $24,300.00 Soil Lab TPW Staff256002 0700430 4956001 105069 001730 9999($65,585.00)256002 0700430 5110101 105069 001730 9999 $18,900.00 Water Staff Cost156002 0700430 5330500 105069 001730 9999$25,685.00 Contract256002 0700430 5710010 105069 001740 9999$10,000.00 Easement Acquisition256002 0700430 5110101 105069 001740 9999 $5,000.00 Easement Acquisition256002 0700430 5330500 105069 001740 9999 $2,500.00 Easement AcquisitionFIDs (Budget)FIDs (Actual)FIDs (REVENUE or EXPENSE - No KK or GL Entries Needed)
256002 0700430 5740010 105069 001780 9999 $2,500.00 Easement Acquisition256002 0700430 5310350 105069 001770 9999 $1,000.00 Utility Coordination56002 2060000 105069 RETAIN Retainage Combo Code