HomeMy WebLinkAboutContract 60597CSC No. 60597
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 Freese and Nichols, Inc., authorized to do business in Texas, ("ENGINEER"),
for a PROJECT generally described as: 16 to 42-inch Cast Iron Water Main Replacements
in Downtown Fort Worth — Project No. 105064.
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 $701,315.00 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.
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Revised Date: November 23, 2021
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. 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.
(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.
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D. 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.
E. 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
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.
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F. 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.
G. 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.
H. 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.
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I. 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 (replacing Ordinance No. 24534-11-2020, as codified in
Chapter 20, Article X of the City's Code of Ordinances, as amended, and any
relevant policy or guidance documents), the City has goals for the full and
equitable participation of minority business and/or women business
enterprises in City contracts greater than $100,000. Engineer acknowledges
the MBE and WBE goals established for this contract 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.
J. 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
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
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effect as of the time copying is performed.
K. 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.
L. 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.
M. 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.
N. 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.
O. 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,
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.
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P. 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.
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.
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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.
(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
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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.
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.
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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,
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
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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
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.
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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"
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
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ENGINEER acknowledges that in accordance with Chapter 2274 of the
Texas Government Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13,
§ 2), 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 2274 of the Texas Government Code (as added by
Acts 2021, 87th Leg., R.S., S.B. 13, § 2). 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
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 (as added by Acts 2021, 87th Leg.,
R.S., S.B. 19, § 1), 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 (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). 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 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
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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
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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:
BY:
CITY OF FORT WORTH
ENGINEER
Freese and Nichols, Inc.
'Dalra
Dana Burghdoff (Dec 20231 CST)
1
Dana Burghdoff/�--
Assistant City Manager
' Nick Lester, P.E.
Vice President
Date: Dec 12, 2023
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Jannette Goodall
City Secretary
APPROVAL RECOMMENDED:
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By:('hrittnoher Harder (Dec 12, 2023 10:52 CST)
Chris Harder, P.E.
Director, Water Department
APPROVED AS TO FORM AND LEGALITY Form 1295 No. 2023-1086194
By: DBlack (Dec 12. 2023 12:58 CST)
Douglas W Black M&C No.: 23-1023
Sr. Assistant City Attorney
M&C Date: 11/28/2023
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.
Dena Joh son, P.E. OFFICIAL RECORD
Project Manager CITY SECRETARY
FT. WORTH, TX
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ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
ATTACHMENT A
Scope for Engineerinq Desiqn Related Services for Water and/or Sanitary Sewer
Improvements
DESIGN SERVICES FOR
16-INCH TO 42-INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
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.
General: Water Replacements
Design of approximately 9,000 LF of 16-inch to 42-inch cast iron water line replacements
from Holly Water Treatment Plant to downtown, as shown in the attachment. 650 LF of 6-
inch sewer along Summit Ave will also be replaced.
WORK TO BE PERFORMED
Task 1. Design Management
Task 2. Conceptual Design (30%)
Task 3. Preliminary Design (60%)
Task 4. Final Design (90%) and Construction Documents (100%)
Task 5. Bid Phase Services
Task 6. Construction Phase Services
Task 7. Survey and Level A SUE
Task 8. Plan Submittal Checklists
Task 9. Additional Services as Directed by the City
TASK 1. DESIGN MANAGEMENT.
ENGINEER shall ensure efficient and effective use of ENGINEER's and CITY's time and
resources.
ENGINEER shall manage change:
■ communicate effectively
■ coordinate internally and externally as needed
■ proactively address issues with the CITY's Project Manager and others as
necessary to make progress on the work.
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
• Task and allocate team resources
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 1 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16-INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
1.2. Communications and Reporting
• Attend a pre -design project kickoff/chartering meeting with CITY staff to confirm and
clarify scope, verify CITY objectives, and ensure economical and functional designs
that meet CITY requirements.
• Conduct up to three (3) review meetings with the CITY at the end of each design
submittal phase.
• Prepare invoices and submit monthly in the format requested by the CITY.
• Prepare and submit monthly progress reports in the format provided by the Water
Department.
• Prepare and submit baseline Project Schedule and Project Schedule updates with a
schedule narrative monthly, as required in Attachment D to this Standard Agreement
and according to the City of Fort Worth's Schedule Guidance Document.
• Complete Monthly M/WBE Report Form and Final Summary Payment Report Form at
the end of the project
• Coordinate with other agencies and entities, including the Engineer for Clear Fork
Force Main, Fort Worth TPW, the Bass Family, FW Inc., FW Chamber of Commerce,
Council District 9, franchise utilities, and Fort Worth Water Operations as necessary
for the design of the proposed infrastructure, and provide and obtain information
needed to prepare the design. Monthly in -person coordination meetings will be held
with FW Water.
• With respect to coordination with permitting authorities, ENGINEER shall
communicate with permitting authorities 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 visible
information identifying the name of the company and the company representative.
ASSUMPTIONS
• 16 MWBE reports will be prepared.
• One kickoff meeting with City staff.
• Up to three design workshops with City staff.
• Monthly coordination meetings with City staff (up to nine).
• 16 monthly Water Department progress reports will be prepared.
• 16 monthly project schedule updates will be prepared.
• Two construction contracts.
• The proposed alignments will stay within ROW.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 2 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
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%).
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
■ Recommend the alignment that successfully address the design problem
■ 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 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.
2.3. The Conceptual Design Package shall include the following:
• Strip Map
• After the survey is complete, the route will be identified. The ENGINEER will
then prepare a strip map of the alignment and proposed appurtenances. The
strip map will show a proposed plan -only view of the alignment with proposed
valving and TxDOT installation requirements. The ENGINEER will meet with
the CITY to review the strip map before proceeding with the Preliminary
Design.
• Estimates of probable construction cost.
• Pipe material selection will be alternate bid with ductile iron, steel, and concrete.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 3 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
2.4 Environmental
FNI scientists will assemble data such as aerial photos, U.S. Geological Survey
(USGS) topographic maps, U.S. Department of Agriculture (USDA) soil
information, U.S. Fish and Wildlife Service (USFWS) National Wetland Inventory
data, USGS National Hydrography Dataset (NHD) information, and the LOC in
digital format for the development of field maps and to upload to a Global
Positioning System (GPS) unit.
FNI environmental scientists will conduct a pedestrian survey of the proposed
LOC. Potential waters of the U.S. (WOTUS), such as streams, wetlands, or open
waterbodies, will be documented, and the boundaries of these features will be
mapped with a GPS capable of sub -meter accuracy. The jurisdictional
boundaries of wetlands will be delineated based on the 1987 U.S. Army Corps of
Engineers (USACE) Wetland Delineation Manual and the Regional Supplement
to the Corps of Engineers Wetland Delineation Manual: Great Plains Region
(Version 2.0). FNI scientists will also assess habitat within the proposed LOC to
determine if potential habitat for federally listed threatened or endangered
species is present, and investigate structures within and near the project area
which may qualify as historic age structures.
• FNI environmental scientists will prepare a technical memorandum documenting
the results of the site visit and an opinion as to whether or not the project would
require a nationwide permit without the preparation and submittal of a pre -
construction notification (PCN) to the USACE. If the project is determined to
require a PCN, it can be provided as an additional service.
Projects sponsored by public entities that affect a cumulative area greater than
five acres or that disturb more than 5,000 cubic yards, or if the project is inside a
designated historic district or recorded archeological site require advance
consultation with the Texas Historical Commission (THC) according to Section
191.0525 (d) of the Antiquities Code of Texas. Furthermore, in accordance with
Section 106 of the National Historical Preservation Act, the USACE requires
coordination under NWP General Condition 20, Historic Properties, if a project
with impacts to WOTUS has the potential to cause effects to historic properties,
including archeological sites. Once the Area of Potential Effect (APE) has been
defined, FNI will review the APE for potential cultural resources and prepare a
letter describing the project and requesting review by the THC to determine if a
cultural resources survey will be required. If a cultural resources survey is
required by the THC, it can be provided as an additional service.
ASSUMPTIONS
• 1 PDF copy of the conceptual design package (30% design) will be delivered.
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in BIM 360.
• ENGINEER shall prepare the meeting minutes of the Concept Review meeting
and incorporate comments into the Preliminary Design.
• ENGINEER shall not proceed with Preliminary Design activities without obtaining
written approval by the CITY of the Conceptual Design.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 4 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
DELIVERABLES
A. Strip map of the proposed alignments
B. Estimates of probable construction cost
C. Environmental report
TASK 3. PRELIMINARY DESIGN (60%).
Preliminary plans and specifications shall be submitted to CITY per the approved Project
Schedule.
ENGINEER will develop the preliminary design of the infrastructure as follows.
3.1. Development of Preliminary Design Drawings and Specifications shall include the
following:
• Cover Sheet
• A Proiect 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 (existing City Monument #8901, PK
Nail, 5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system,
and a referred bearing base. Z coordinate on City Datum only; descriptive location
(i.e. 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).
• Overall proiect easement lavout sheet(s) with property owner information.
Overall voiect water and/or sanitary sewer lavout 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 sanitary sewer layout sheet
shall identify the proposed sanitary sewer main improvement/existing sanitary
sewer mains and all appurtenances in the vicinity.
• Overall water and/or sanitary sewer abandonment sheet.
• Coordinates on all P.C.'s, P.T.'s, P.I.'s, manholes, valves, mainline fittings, etc.,
in the same coordinate system as the Control Points.
• Benchmarks per 1,000 ft of plan/profile sheet — two or more.
• Bearings given on all proposed centerlines or baselines.
• 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 fire line 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 5 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
The ENGINEER shall make provisions for reconnecting all identifiable water and/or
sanitary sewer service 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 ENGINEER will prepare standard and special detail sheets for water line
installation and sanitary sewer 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.
3.2. Utility Clearance
The ENGINEER will consult 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 (current and future) that
have an impact or influence on the project. ENGINEER will design CITY facilities
to avoid or minimize conflicts with existing utilities, and where known and
possible, consider potential future utilities in designs.
• The ENGINEER shall upload individual DWF files for each plan sheet of the
approved preliminary plan set to the designated project folder in BIM 360 for
forwarding to all utility companies which have facilities within the limits of the
project. The DWF files should be created directly from the CAD files as opposed to
PDF files.
3.3. Traffic Control Plan
FNI will prepare Traffic Control Layouts showing travel lanes and construction
area for each phase of construction (anticipate 3 primary phases each with 2 sub
phases). Layouts will include temporary signing and striping, channelizing
devices, and barricades. FNI will include a brief traffic control narrative of
sequence of work. It is anticipated that the Project's construction manager and/or
Contractor will be responsible for preparing detailed traffic control plans when
deviations to the overall plans are required. The deviation plans shall be
submitted to the City for review and approval. Deviation plans conform to the
Engineer's traffic control and sequencing plans. All traffic control plans shall be
developed in accordance with TMUTCD Standards, TxDOT Standards, and
sealed by an Engineer licensed in the State of Texas.
• FNI will develop typical detour plan showing side street closures during
construction and appropriate detour notification is provided. It is anticipated that
the Project's construction manager and/or Contractor will be responsible for
developing specific detours for special conditions and submitting the plans to the
City for review and approval.
• Pavement replacement will be full mill and overlay. All backfill will utilize CLSM.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 6 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
ASSUMPTIONS
• 0 Geotechnical borings are expected for this project.
• Traffic Control "Typicals" will be utilized to the extent possible.
• 2 set of 11"x17" size plans will be delivered for the Constructability Review.
• 2 sets of 11"x17" size plans will be delivered to the City for the Preliminary
Design (60% design) review.
• 2 sets of specifications will be delivered to the City for the Preliminary Design
(60% design) review.
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in BIM 360.
• The CITY's front end and technical specifications will be used. The ENGINEER
shall supplement the technical specifications, if needed.
• 2 set of 11"x17" size drawings will be delivered for Utility Clearance.
• ENGINEER shall not proceed with 90% or Final Design activities without written
approval by the CITY of the Preliminary Design plans.
• Attend up to four public meetings
DELIVERABLES
A. Public meeting exhibit (up to four)
B. Preliminary Design drawings and specifications
C. Utility Clearance drawings
D. Traffic Control Plan
E. Estimates of probable construction cost
F. Data Base listing names and addresses of residents and businesses affected by
the project.
G. Traffic Control Narrative and Phasing Plan and Detour Plan
TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS
(100 PERCENT).
Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as
follows:
• The Contractor will be responsible for preparing and submitting the Storm Water
Pollution Prevention Plan (SWPPP) with appropriate regulatory agencies.
• Incorporate City comments and submit draft Final plans (90%) and specifications to
CITY per the approved Project Schedule.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 7 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
• Following a 90% construction plan review meeting with the CITY, and incorporating City
comments, the ENGINEER shall submit Construction Documents (100%) to the CITY
per the approved Project Schedule. Each plan 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
• 2 sets of 11"x17" size drawings and 2 specifications will be delivered to the City 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 BIM 360.
• 1 set of 11 "x17" size drawings and 1 set of 22"x34" size drawings and 2 specifications
will be delivered to the City for the 100% Design package.
• A DWF file for the 100% Design will be created from design CAD drawings and will be
uploaded to the project folder in BIM 360.
• Engineer to provide final sheet list (cover/index, general notes, control point location,
easement layout (as required), no. of plan/profiles, special detail sheets, etc.) to the City.
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 and
quantities using the CITY's standard bid items and format.
D. Detailed Traffic Control Plan
TASK 5. BID PHASE SERVICES.
ENGINEER will support the bid phase of the project as follows.
5.1. Bid Support
• The ENGINEER shall upload all plans and contract documents onto BIM 360 for
access to potential bidders.
• Contract documents shall be uploaded in a .xIs file.
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.
City of Fart Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 8 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42-INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
• Plan Sets are to be uploaded to BIM 360 in two formats, .pdf and AM 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 shall maintain a plan holders from Contractor's uploaded Plan
Holder Registrations in BIM 360.
The ENGINEER will develop and implement procedures for receiving and
answering bidders' questions and requests for 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 maintained in the
project's BIM 360 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 BIM 360.
• Assist the CITY in determining the qualifications and acceptability of prospective
contractors, subcontractors, and suppliers.
• When substitution prior to award of contracts is allowed in the contract
documents, the ENGINEER will advise the CITY as to the acceptability of
alternate materials and equipment proposed by bidders.
• 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 to be uploaded into the project's Bid Results folder on BIM 360.
• Incorporate all addenda into the contract documents and issue conformed sets.
5.2 Conformed Design Drawings (Issued For Bid)
Conformed 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 and DWF 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:
• TPW file name example — "W-1956_org47.pdf" where "W-1956" is the
assigned file number obtained from the CITY, "_org" designating the file is of
an original plan set, "47" shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
• Water and Sewer file name example — "X-35667_org36.pdf" where "X-
35667" is the assigned file number obtained from the CITY, "_org"
designating the file is of an original plan set, "36" shall be the total number of
sheets in this file.
City of Fort Worth. Texas
Attachment A
PMO Release Date: 08.1.2014
Page 9 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
Example: X-12755_org18.pdf
• Both PDF and DWF files shall be uploaded to the project's Final Drawing folder in
BIM 360.
• 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:
• TPW files shall use the W number as for PDF and DWF files, but shall include
the sheet number in the name — "W-1956_SHT01.dwg," "W-
1956_SHT02.dwg," etc.
• 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 — "X-12155_SHT01.dwg,"
"X-12755—SHT02.dwg," etc.
• 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 as one projects and awarded to one contractor.
• Construction documents will be made available on BIM 360 for plan holders
and/or given to plan viewing rooms.
• 1 set of 11 "x17" size and 1 set of 22"x34" size drawings plans and 2
specifications will be delivered to the CITY.
• PDF, DWF, and DWG files will be uploaded to BIM 360.
DELIVERABLES
A. Addenda
B. Bid tabulations
C. CFW Data Spreadsheet
D. Recommendation of award
E. Construction documents
TASK 6. CONSTRUCTION PHASE SERVICES.
ENGINEER will support the construction phase of the project as follows.
6.1 Construction Support
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 10 of 16
ATTACHMENT A
DESIGN SERVICES FOR
164NCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
• The ENGINEER shall attend the preconstruction conference.
• After the pre -construction conference, the ENGINEER shall provide project
exhibits and attend a public meeting to help explain the proposed project to
residents. The CITY shall select a suitable location and mail the invitation letters
to the affected customers.
• The ENGINEER shall visit the project site once per month (not to exceed 8 visits)
as construction proceeds to observe and report on progress.
• As requested by the CITY, the ENGINEER shall provide necessary interpretations
and clarifications of contract documents including up to 8 RFls, review change
orders (up to one), and make recommendations as to the acceptability of the
work.
The ENGINEER shall attend the "Final' project walk-through and assist with preparation of
final punch list
6.2 Record Drawings
• The ENGINEER shall prepare Record Drawings from information provided by
the CITY depicting any changes made to the Final Drawings during construction.
The following information shall be provided by the CITY:
o As -Built Survey
o Red -Line Markups from Contractor
o Red -Line Markups from City Inspector
O Copies of Approved Change Orders
o Approved Substitutions
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.
• The following disclaimer shall be included with the Record Drawing stamp:
o 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.
• The ENGINEER shall submit a set of sealed Final Drawings, modified, and
stamped as Record Drawings. 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 11 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
Record Drawings shall also 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 and DWF file shall contain all associated sheets of
the particular plan set. Sinqular 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:
• TPW file name example — "W-1956_rec47.pdf" where "W-1956" is the
assigned file number obtained from the CITY, "_rec" designating the file is of a
record drawing plan set, "47" shall be the total number of sheets in this file.
Example: W-0053_rec3.pdf and K-0320_org5.pdf
• Water and Sewer file name example — "X-35667_rec36.pdf" where "X-
35667" is the assigned file number obtained from the CITY, "_rec"
designating the file is of a record drawing plan set, "36" shall be the total
number of sheets in this file.
Example: X-12755_rec18.pdf
• Both PDF and DWF files shall be uploaded to the project's Record Drawings
folder in BIM 360.
ASSUMPTIONS
• 4 RFI's are assumed
• 1 Change Orders are assumed
• One .PDF copy of record drawings will be provided to the CITY.
DELIVERABLES
A. Public meeting exhibits
B. Response to Contractor's Request for Information
C. Review of Change Order
D. Review of shop drawings (up to 20)
E. Final Punch List items
TASK 7. SURVEY and Level A SUE
ENGINEER will provide survey support as follows
7.1. Design Survey
• 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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 12 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
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.
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 (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.
• 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 #8901, PK Nail, 5/8" Iron Rod)
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 Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the 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 Level A SUE
Perform up to 15 Subsurface Utility Engineering (SUE) Quality Level A test
holes, in areas to be identified, in general accordance with the recommended
practices and procedures described in American Society of Civil Engineers
(ASCE) Publication Cl/ASCE 38-02 (Standard Guideline for the Collection and
Depiction of Existing Subsurface Utility Data). To the extent possible, test holes
will be performed as close as possible to the anticipated crossing location. Test
hole work will be coordinated with the applicable utility company. The QL "A"
field findings will be surveyed and delivered in the form of a .dwg CAD base file.
Five (5) days of Traffic Control Services were included in the budget. A test hole
summary sheet will also be provided that includes the ground elevation, depth to
City of Fort Worth. Texas
Attachment A
PMO Release Date: 08.1.2014
Page 13 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO,: 105064
top of utility elevation, horizontal location coordinates, owner and type of material
of existing utility for each test hole.
• All Level B SUE scope was removed. The ENGINEER will contact franchise
utility companies to document known utilities in the area. The ENGINEER will
supply the provided information in the contract documents, but conditions may
differ in the field, resulting in construction change orders.
ASSUMPTIONS
Topographic survey will be full ROW width for the alignments outlined in the project exhibit.
DELIVERABLES
• 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:
PLAN SUBMITTAL CHEC<LIST REQUIREMENTS
Traffic Traffic Traffic
Traffic
Street Water Traffic Control Control Control Storm Storm Lights /Sewer 30% 60% 90%
Attachment "A" Signal Water Water (Submit (Submit Engineering
Type (Submit All 30% 60% All @ All @ (Submit All
@ 30%) 30% 60%) @ 60%)
Street X X X X X. X
Storm Water X X
Water / Sewer X
*If included in street project
ASSUMPTIONS
• The pipeline route will follow existing roadways.
DELIVERABLES
A. Plan Submittal checklist.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 14 of 16
Required for all work in City
ROW
X X X
X X X
X X X
ATTACHMENT A
DESIGN SERVICES FOR
16•INCH TO 42-INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
Task 9. ADDITIONAL SERVICES AS DIRECTED BY THE CITY
Engineer will complete additional tasks not defined in the above scope, as directed in writing
by the City. The tasks will be performed for a fee agreed upon by the City and Engineer at
the time of authorization. Should the required scope of work exceed $30,000, Engineer will
submit a request to cover the additional work required.
• Additional services as directed by the City, up to $30,000.
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
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:
• Negotiation of easements or property acquisition including temporary right -of -entries.
• Services related to development of the CITY's project financing and/or budget.
• Services related to disputes over pre -qualification, bid protests, bid rejection and re-
bidding of the contract for construction.
• Construction management and inspection services
• Periodic site visits during the construction phase exceeding eight visits.
• Additional laboratory testing due to unexpected subsurface conditions found in the site
exploration.
• Services necessary due to the default of 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.
• Review of more than eight Requests for Information.
• Review of more than two change orders.
• Services related to Survey Construction Staking or Construction Control Staking.
• Services to support, prepare, document, bring, defend, or assist in litigation undertaken
or defended by the CITY.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 15 of 16
ATTACHMENT A
DESIGN SERVICES FOR
16-INCH TO 42•INCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
CITY PROJECT NO.: 105064
• Performance of miscellaneous and supplemental services related to the project as
requested by the CITY and not specifically identified in the Scope of Services.
• Preparation of a pre -construction notification (PCN) to the USACE for Section 404
nationwide permit authorization.
• Preparation of a formal written request to the USACE for authorization under a letter of
permission (LOP) procedure or a standard individual Section 404 permit application.
• Preparation of an Approved Jurisdictional Determination (AJD) or No Permit Required
Letter Request from the USACE.
• Tree survey and preparation of a permit application for compliance with City tree
ordinance requirements.
• Preparation of a National Environmental Policy Act (NEPA) Categorical Exclusion (CE),
Environmental Information Document (EID), Environmental Assessment (EA), or an
Environmental Impact Statement (EIS).
• Application to Texas Commission on Environmental Quality (TCEQ) for individual 401
Water Quality Certification.
• Presence/absence surveys for state or federally listed threatened/endangered species.
• Preparation of a Biological Assessment for Consultation/Conference with the U. S. Fish
and Wildlife Service (USFWS) under Section 7 of the Endangered Species Act.
• Preparation of a Geomorphic Stream Assessment Report.
• Preparation of a Hazardous Waste Regulatory Records Review, a Hazardous Materials
Initial Site Assessment (ISA), Phase I, or Phase II Environmental Site Assessment
(ESA).
• Preparation of a National Pollution Discharge Elimination System (NPDES) Storm Water
Pollution Prevention Plan (SWPPP).
• Cultural resources survey by a professional archeologist or architectural historian.
• Traffic Control Typical Sections showing lane widths, edge conditions, channelization,
and proposed construction area.
• Intersection Staging Plans.
• Level B SUE.
• Geotechnical Investigation.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 16 of 16
ATTACHMENT B
COMPENSATION
Design Services for
16 to 42-inch Cast Iron Water Main Replacements in Downtown Fort Worth
City Project No. 105064
Lump Sum Project
I. Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $701,315.00 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.
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 1 of 3
ATTACHMENT B
COMPENSATION
IV. Summary of Total Project Fees
Firm Primary Responsibility
Prime Consultant
Freese and Nichols, Water and Sewer Design
Inc.
Proposed MWBE Sub -Consultants
Yellow Rose Mapping, Survey and SUE
LLC.
Non-MWBE Consultants
Project Number & Name
16 to 42-inch Cast Iron Water Main
Replacements in Downtown Fort
Worth
City Project No.: 105064
City MWBE Goal = 8%
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 2 of 3
TOTAL
Total Fee
Fee Amount
$576,365 82.18%
$124,950 17.82%
$701,315.00 100%
MWBE Fee MWBE %
$701,315.00 $124,950 17.82%
Consultant Committed Goal=17.82%
EXHIBIT "B-1"
ENGINEER INVOICE
(Supplement to Attachment B)
Insert required invoice format following this page, including negotiated total budget and
allocations of budgets across work types and work phases.
City of Fort Worth, Texas
Attachment B
Revised Date: 12/912022
Page 3 of 3
Professional Services Invoice Project Manager: I Dena Johnson, P.E. I Summary
Project: 116 to 42-inch Cast Iron Water Main Replacements in Downtown Fort Worth
City Project #: 1105064 1
City Sec Number: I I Supplier Instructions
Fill in green cells including Invoice Number, From and To Dates and the included worksheets.
Company Name: I Freese and Nichols, Inc.
When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the
Consultant folder within Project's folder.
Supplier's PM: IAmandaJohnson
email: amanda.iohnsonOfreese.com I
Supplier Invoice #: I
Office Address: ao1 Cheny Street, STE 2800 I
Payment Request #: I
Telephone: 1817-735-7533
Service Date:From I
Fax: 1817-735-7491
Service Date:To I
Invoice Date: I
Remit Address:)
Agreement LTD
Agreement Amendment Amount to Completed Percent ($) Invoiced Current
Remaining
Sheet FID and Work Type Description
Amount Amount Date Amount Spent Previously Invoice
Balance
Work Type 1 Water Line Rehabilitation
$654,076.00 $654,076.00
$654,076.00
Work Type 2 Sanitary Sewer Rehabilitation
$47,239.00 $47,239.00
$47,239.00
Work Type 3
Work Type 4 1
Work Type 5 1
1
Work Type 6 1
1
Totals This Invoice
$701,315.00 $701,315.00
$701,315.00
Overall Percentage Spent:
Professional Services Invoice Project Manager: Dena Johnson, P.E
Project: 16 to 42-inch Cast Iron Water Main Replacement
City Project #: 105064
Work Type Desc: I Supplier Instructions:
FID: I
City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Quanities
Purchase Order: I When your Invoice is complete, save and close, start Bu=saw and Add your invoice to the
Consultant folder within Project's folder.
Company Name- Freese and Nichols, Inc.
Supplier's PM: Amanda Johnson
email: amanda.johnson@freese.com
Supplier Invoice #:
Office Address: 801 Cherry Street, STE 2800
Payment Request #:
Telephone: 817-735-7533
Service Date:From
Fax: 817-735-7491
Service Date:To
Invoice Date:
Remit
Pay Items Agreement LTD
Agreement Amendment Amendment Amountto Completed Percent ($) Invoiced
Description Amount Number Amount Date Amount Spent Previously
30-Design Water Line Rehabilitation $654,076.00 $654,076.OG
I
I I
I I
I I I
I I I
I I I
Totals This Unit: $654,076.00 $654,076.00
Overall Percentage Spent:
Current Remaining
Invoice Balance
$654,076.00
$654,076,00
Professional Services Invoice Project Manager. Dena Johnson,P.E
Project: 16 to 42-inch Cast Iron Water Main Replacemen
City Project #: 105064
Work Type Desc: I Supplier Instructions:
FID: I I
City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Quanities
Purchase Order: I I When your Invoice is complete, save and close, start Buusaw and Add your invoice to the
Consultant folder within Project's folder.
Company Name' Freese and Nichols, Inc
Supplier's PM: Amanda Johnson
email: amanda.johnson@freese.com
Supplier Invoice #:
Office Address: 801 Cherry Street, STE 2800
Payment Request #:
Telephone: 817-735.7533
Service Date:From
Fax: 817-735-7491
Service Date:To
Invoice Date:
Remit
Pay Items
30 - Desiqn
Description
Sanitary Sewer Rehabilitation
Totals This Unit:
Agreement LTD
Agreement Amendment Amendment Amountto Completed
Amount Number Amount Date Amount
$47,239.00 $47,239.00
I I
I � I
$47,239.00
$47,239.00
Overall Percentage Spent:
Percent ($)Invoiced
Spent Previously
Current
Invoice
Remaining
Balance
$47,239.00
$47,239.00
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for
164NCH TO 424NCH CAST IRON WATER MAIN DOWNTOWN REPLACEMENTS
City Project No. 105064
I
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OPINION OF PROBABLE CONSTRUCTION COST
PROJECT NAME Downtown Cast Iron Replacements DATE 9/18/2023
City of Fort Worth Water GROUP 1112
% SUBMITTAL Conceptual PM Amanda Johnson
ANJ
NCL
Scoping
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE
TOTAL
CAST IRON WATER LINE REPLACEMENT
1
'42-in Water Line (By Open Cut)
3580'
LF
$
600.00
$
2,148,000
If 2
36-in Water Line (By Open Cut)
1525
LF
$
560.00
$
854,000
3
30-in Water Line (By Open Cut)
415
LF
$
450.00
$
186,750
4
24-in Water Line (By Open Cut)
760
LF
$
360.00
$
273,600
5
12-in Water Line (By Open Cut)
235
LF
$
245.OD
$
57,575
6
8-in Water Line (By Open Cut)
2615
LF
$
200.00
$
523,000
7
42-in Gate Valve
3
EA
$
42,000.00
$
126,000
I` 8
36-in Gate Valve
2
EA
$
36,000.00
$
72,000
9
30-in Gate Valve
1
EA
$
30,000.00
$
30,000
10
24-in Gate Valve
1
EA
$
24,000.00
$
24,000
11
12-in Gate Valve
1
EA
$
9,000.00
$
9,000
12
8-in Gate Valve
12
EA
$
7,500.00
$
90,000
13
3" Combination Air Valve
3
EA
$
12,000.00
$
36,000
If 14
2" Combination Air Valve
1
EA
$
8,000.00
$
8,000
15
Large Diameter Connection to Existing Water Line
7
EA
$
15,000.00
$
105,000
16
Small Diameter Connection to Existing Water Line
7
EA
$
8,000.00
$
56,000
17
Large Diameter Pipe Abandonment
6280
LF
$
280.00
$
1,758,400
18
Small Diameter Pipe Abandonment
2850
LF
$
212.00
$
604,200
19
6-in Sewer
650
LF
$
200.00
$
130,000
I4 20
4' SSMH
4
EA
$
7,000.00
$
28,000 l
21
Asphalt Pavement Repair (Full Road Width)
6280
LF
$
90.00
$
565,200 1
22
Trench Safety
9130
LF
$
5.00
$
45,650
23
Traffic Control
1
LS
$
90,000.00
$
90,000
24
Storm Water Pollution Prevention Plan
1
LS
$
35,000.00
$
35,000
25
Construction Staking
1
LS
$
15,000.00
$
15,000
( 26
Pre -Construction Video
1
LS
$
10,000.00
$
10,000
SUBTOTAL:•
,375
CONTINGENCY
30% $
2,364,113
SUBTOTAL•
,244,488
S/INSURANCE/MOBILIZATION
10% $
1,024,449
SUBTOTAL
OH&P
18% $
2,028,409
PROJECT TOTAL (2024 COSTS) $ 11,268,936
COST ESCALATION FACTOR 8.5% $ 957
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.
NOTES:
1 FNI OPCC classified as an AACE Class 3 Estimate with accuracy range or -15 to + 20.
2 FNI OPCC does not include costs associated with engineering fees, permits, surveying, etc.
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT
Design Services for
16-Inch to 42-Inhc Cast Iron Water Main Downtown Replacements
Project No. 105064
None.
City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page I of 1
ATTACHMENT "D"
PROJECT SCHEDULE
A. ENGINEER Project Schedule Development
ENGINEER shall prepare a project schedule for the service
the requirements of the Agreement and encompassing the
Attachment A to the Agreement.
FORT WORTH
s
to be provided in fulfilling
Scope of Work defined in
ENGINEER shall prepare and maintain project schedule throughout the life of the project
as defined in the Agreement in compliance with the City's Specification 00 31 15 entitled
Engineer Project Schedule.
ENGINEER's project schedule will follow the Critical Path Methodology (CPM) for
planned sequencing of the work activity and timing of the work.
B. Schedule "Tier" Selection
City has identified three "Tier" levels for project schedules as defined in City's
Specification 00 31 15, to align with the size and complexity of the project as a basis for
schedule development. City's Project Manager will determine the "Tier" level for the
ENGINEER's project schedule as part of the negotiation of the Agreement.
C. Project Baseline Schedule
ENGINEER will produce an initial project schedule and submit as a "baseline" for review
and acceptance by City's Project Manager as defined in City's Specification 00 31 15
which will be referred to as the Project Baseline Schedule. Updates to the baseline
schedule follow the requirements of City's Specification 00 31 15.
D. Project Progress Schedule
ENGINEER will provide to the City, monthly updates to their project schedule indicating
progress of the Work in compliance with the requirements of City's Specification 00 31
15 and said schedule will be referred to as the Project Progress Schedule.
E. Master Project Schedule
City will develop and maintain a master project schedule for the overall project.
ENGINEER's project baseline and progress schedule submittals will be an integral part
of the development and updating process of City's Master Project Schedule.
City of Fort Worth, Texas
Attachment D
Revision Date: 07.20.2018
Page 1 of 1
CPN10S064 - Cast Iron Water Main Downtown Replacements
ID
1
Task Name
CP141U5U.% - Cost ROM
Duration
Replacements
Notice to Proceed
1 day
2
3
Design Survey
30 wks
4
Conceptual Design (30%)
54 days
5
Prepare 30% Design (Stripmap)
32 days
10
Submit 30% Design
1day
11111
FW Water Review
3wks
12
30% Review Workshop
1 day
13
Public Meeting (1 of 4)
1 day
14
30% Design Complete
0 days
15
Preliminary Design (60%)
95 days
16
Prepare 60% Preliminary Plans and Specs
77 days
21�
Submit 60% Design
1day
22
FW Water Review
3wks
23
60% Review Workshop
1day
24
Public Meeting (2 of 4)
1 day
25
60% Design Complete
0 days
26
Final Design (90%)
126 days
27
Prepare 90% Final Plans and Specs
42 days
32
Submit 90% Design (FW Water &TCEO)
1day
33
FW Water Review
4wks
34
TCEQ Review and Approval
60 days
35
90% Review Workshop
1 day
36
Incorporate Final Comments
16 days
41
Submit Final Plans & Specs
1 day
42
Public Meeting (3 of 4)
1 day
43
Approve Final Plans and Specs (FW Water)
15 days
44
Design Complete
0 days
4S
Establish MWBE Goal
10 days
46
Prepare Bid Package
20 days
47
Environmental
85 days
48
Evaluation and Report
5 wks
49
THC Review & Approval
60 days
50
Finalize Report
20 days
51
Utility Relocation
120 days
52
UTILITIES Start
0days
53 -
Review Plans and Specs _ Utilities
40 days
54
Utility Relocation
80 days
55
Utilities Complete
0 days
56
26 days
57
_
Bid Advertisement
0 days
se
Advertisement Period
20 days
59
Hold Pre -Bid Meeting
1 day
60
Bid Opening
0 days
61
Review Bids - Bid Tabulations and Select Contrail
days
62
Construction
141 days
63
Public Meeting (4 of 4)
1 day
Construction
7 mons
Task
- . I I Milestone
•
Finish (Finish
Variance
Mon 1/8/24 Mon 1/8/24
Tue 1/16/24 Mon 3/25/24
Tue 3/26/24 Fri 6/7/24
Tue 3/26/24 Wed 5/8/24
Thu 5/9/24 Thu 5/9/24
Fri 5/10/24 Thu 5/30/24
Fri 5/31/24 Fri 5/31/24
Fri 6/7/24 Fri 6/7/24
Fri 6/7/24 Fri 6/7/24
Mon 6/3/24 Fri 10/11/24
Mon 6/3/24 Tue 9/17/24
Wed 9/18/24 Wed 9/18/24
Thu 9/19/24 Wed 10/9/24
Thu 10/10/24 Thu 10/10/24
Fri 10/11/24 Fri 10/11/24
Fri 10/11/24 Fri 10/11/24
Mon 10/14/2r Mon 4/7/25
Mon 10/14/2,Tue 12/10/24
Wed 12/11/24 Wed 12/11/24
Thu 12/12/24 Wed 1/8/25
Thu 12/12/24 Wed 3/5/25
Thu 1/9/25 Thu 1/9/25
Fri 1/10/25 Fri 1/31/25
Mon 2/3/25 Mon 2/3/25
Tue 2/4/25 Tue 2/4/25
Tue 2/4/25 Mon 2/24/25
Mon 2/24/25 Mon 2/24/25
Tue 2/25/25 Mon 3/10/25
Tue 3/11/25 Mon 4/7/25
Tue 4/23/24 Mon 8/19/24 _
Tue 4/23/24 Man 5/27/24
Tue 5/28/24 Mon 8/19/24
Tue 4/23/24 Mon 5/20/24
Wed 9/18/24 Wed 3/5/25
Wed 9/18/24 Wed 9/18/24
Thu 9/19/24 Wed 11/13/24
Thu 11/14/24 Wed 3/5/25
Wed 3/S/2S Wed 3/5/25
Mon 4/7/25 Tue 5/13/25
Mon 4/7/25 Mon 4/7/25
Thu 4/10/25 Wed 5/7/25
Tue 4/29/25 Tue 4/29/25
Thu 5/8/25 Thu 5/8/25
Fri 5/9/25 Tue 5/13/25
Wed s/14/25 Wed 11/26/2.1
Wed 5/14/25 Wed 5114/25
Thu 5/15/25 Wed 11/26/2-1
0 days
0 days 21`S+1 wk
0 days3
0 days
0 days 9
0 days 10
0 days 11
0 days 12FS+4 days
0 days 13
0 days
0 days
0 days 20
0 days 21
0 days 22
0 days 23
0 days 24
0 days
0 days 23
0 days 31
0 days 32
0 days 32
0 days 33
0 days
0 days 40
0 days 41
0 days 41
0 days 43
0 days 44
0 days 45
0 days 6FS+1 wk
0 days 6FS+1 wit
0 days 48
0 days
0 days
0 days 21
0 days 52
0 days 53
0 days 54
0 days
0 days 34,46
0 days 57FS+2 days
0 days 58FS•7 days
0 days 58FS+1 day
0 days 60
0 days
0 days 61
0 days 63
Project Schedule Report Print Date: Thu 10/19/23
12111 12025
lan Feb Mar ADr Mav i Jun Jul Aur ! Se) I Oct 1 Nov Dec Jan Feb Mar 1 ADr Mav Jun Jul Aue Sea Oct Nov
h
r
Submit 30% Dwign
------------------------'----
t-- _______________________._ _ _ _ _ : esign oompleu _ _ _
3Ml�
•, Sibmit 6-'76 Desig t
600 Design Complete
�'buvmtz
90%Design FWWater&TO14)
_._________. ____.____._________._____
r— _
Sb it Final Onz & yea
I
_____________________________ ________________________.____-________f _
Deslgn implct e
1
___________________________________________________ ___.____,____ --------- --------------------------------------
Summary t-1 Project Summary �1
•------------------------------- f�a:o- dete
Bid. �dvertizi ment
___ _____ — ___._ _ ________-----
Bid )pening
Y,. „
CPN105064 - Cast Iron Water Main Downtown Replacements
ATTACHMENT E
tp
61
ot
�.� Off`,'`.2N�
` N��'
Q`� i' �• EXISTING WATER
p S r MAIN TO BE
ABANDONED
y,f5THSTr, y , 5TH ST,
uj
� O
O> LL 71THSTE--
/ U)
Z
- 10THSTr �i �, i cn q� # I�, `—m= ,,. N
LLI
t 1 ZW
1■ i r�'1 �• 1f,1.+iJ1 (,1 Z p ��I Z�� ' ,•,�
- ,IM(.
TEXAS'ST; = r !w�ti_ Owl V ir ► p
` 1
OC (Al; EXISTING WATER _I fi�rr,,
1ZTQ MAIN TO BE LL." �1�r`TEXASST
� Z. H ABANDONED �13TH ST �a— ,Oy`'W
L'ANC ASTERAVE
'
,. ,01
LANCASTERAVE flyi lwron ' ,v, r, 1
W1�IIt+�,,� I ,I �. ,1 Fr ,
U)
cF—
Aq
II1111�
PASOST
r , W;]
VICKERYBLVD
GRANDEAVE IV 04
-�
JARVISS ter•- ` v� I �F� i
y
FORTWO _... i °... M11 ► I' 'p JARVISST
GGETTAVE' 'rrn`--;, Q. /•
ILI
lei
_ f /
yr^ �'. • Ga•"aee�/ �.�L �f' o ( ,.�cf�"C. 3 `�i
IE
� r ��`� � (� •�� f Sys � ,� .0 �� j
_ j • • • �,� b • � 36 " segment to .� �" 't `•
-i,pr-- �,} •, Henderson Street,,.y f
- -�✓- ♦ � t✓_ be rerouted
Replacements: , C - jr
5treetwill-•�ti -
_ u be replaced in place
yam. � ,r - w.,w '• ',.r� :;�� `"�-. 5th Street � � '•� t � t
--
1 Add ring '�Upsize 36"to 4�" Replacements: r _ _ ,'•' �`
connec[ion�l 't,300 LF 42" WL
+,3oo LF 8" WL
qmm
4 b' 7th Street may bean a 1 7 ,a I l alternate alignmentfor a a
jy All highlighted lineswdl ee the 5th Street q2" WL
replaced within the same � Summit Ave Replacements. i' I
�' ! street as the existing line tpoo LF 9z" WL
400 LF 24"WL -
r e
76
650 LF 6" SS ,m,o l"--w
-8" WLSection . _ 7 a
P,tobereplaced
_yl
- io[h Street with q WL
_ Replaaments
73o LF4z"WLr.1 '
WL L
r
�t !fail" ' �, _ - proposed 30"WLto 9•1b LFzo wL I- f - 1■■.�J• I �-
o0 6"and 8" zo' Who be
l♦♦♦
P 3 4
'r - t,+ � t , 36�zo" segment "replaced with - I I I
be rerouted 8, WL
DRAFT FIGURE t - .�-- _ _ r ►°.t 1.
CITY OF FORT WORTH FW Water to confirtn if _ Emergency _ r 0 0. a
easementis present FNl _ I Removed from Replacement - �
DOWNTOWN WATER LINEREPLACEMENT le "scope ;scope -replaced yr.,, 3thstreet r
LEGEND will be installed parallelto rl - as part of the Replacements: Q Florence Street Replacements:,nl��
gropoa"d NLler❑w 11-n`�S—, the existingline emergency r 235 LF 8"WL 36o LF _q" WL-
project "t
m""n"m — varo a o.om 265 LF 36" WL v, _ "•. • '� ' iN,rr (7-'�a.RT.U� et�c•�T�'�171 �_
r<vnmm rr""a sm.,ib, 65o LF of 6" - - r cA'x:S3+da LGfl'A5P�7YEii _ c.._1
P CanlmrVallo '1'+.l"wt"r Una "AO• n
r.•""a Y",o", sewer to be - �e � ......�..� •��-�- n°,
replaced .' • ,
�" c". _ .r `""' _ Proposed WLreduced _ `• • d
FORTWORTH® " ; -- j e �p -- a. Lancaster ave Replacements. r f • from 36" (Lancaster)
+,525 LF 36"WL a - ^%, to zq"(Florence) • " J`°
NICHOLS w,
Add connection & valve 32o LF 8" WL
ram:
ATTACHMENT "F"
CERTIFICATE OF INSURANCE
16 to 42-inch Cast Iron Water Main Replacements in
Downtown Fort Worth
City Project No. 105064
City of Fort Worth, Texas
Attachment F
City of Fort Worth, Texas
Mayor and Council Communication
DATE: Tuesday, November 28, 2023 REFERENCE NO.: **M&C 23-1023
LOG NAME: 60WATERMAIN CASTIRON REPLACE DOWNT-FNI
SUBJECT:
(CD 9) Authorize Execution of an Engineering Agreement with Freese and Nichols, Inc., in the Amount of
$701,315.00, for the 16 to 42-inch Cast Iron Water M in Replacements in Downtown Fort
Worth 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 Freese and Nichols, Inc., in the amount of
$701,315.00, for the 16 to 42-inch Cast Iron Water Mains Replacements in Downtown Fort
Worth 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 $972,490.00, transferred from available
funds within the Water and Sewer Fund, for the 16 to 42-inch Cast Iron Water Main Replacements in
Downtown Fort Worth project (City Project No. 105064) to effect a portion of Water's contribution to
Fiscal Years 2024-2028 Capital Improvement Program.
DISCUSSION:
This Mayor and Council Communication (M&C) is to authorize the execution of an engineering agreement
with Freese and Nichols, Inc., in the amount of $701,315.00, for the 16 to 42-inch Cast Iron Water Mains
Replacements in Downtown Fort Worth project for the preparation of plans and specifications for water
and/or sanitary sewer main replacements on the following streets and easement:
Street
From
To
Scope of
Work
W. loth Street
Fournier
Summit
Water
Street
Avenue
Summit Avenue
W Lancaster
W 5th Street
Water/Sewer
Avenue
W. 5th Street
Summit
Henderson
Water
Avenue
Street
Henderson Street
W 5th Street
W. 2nd Street
Water
W 2nd Street
Henderson
Burnett
Water
Street
Street
Easement between
Summit
Texas Street and W.
Penn Street
Avenue
Water
Lancaster Avenue
Collier Street
Texas Street
`W. Lancaster
Water
Avenue
W. Lancaster Avenue
Summit
Florence
Water
Avenue
Street
W. 13th Street
Henderson
Florence
Water
Street
Street
Florence Street
W Lancaster
W 13th Street Water
Avenue
This project also provides for the abandonment of existing large diameter water mains that are currently
located on private property and not in public right-of-way or dedicated easements as shown on the
attached location map.
In addition to the contract amount, $271,175.00 (Water: $263,875.00; Sewer: $7,300.00) 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, 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 Improvement Program, as follows:
60WATERMAIN CASTIRON REPLACE DOWNT-FNI
Capital
project
FY2024 CIP Budget Change Revised
Fund
Name
Appropriations Authority (Increase/Decrease) FY2024
Name
Budget
W&S
105064 -
Capital
16 to 42-
Projects
in Cl WM
$0.00 This M&C $972,490.00 $972,490.00
- Fund
Downtown
56002
Repl.
Funding is budgeted in the Transfer to Water/Sewer account of the Water and Sewer operating budget for
the purpose of funding the 16 to 42-in Cast Iron Water Main Replacements in Downtown Fort Worth
project within the Water & Sewer Capital Projects Fund.
Appropriations for the 16 to 42-inch Cast Iron Water Main Replacements in Downtown Fort Worth project
are as depicted below:
Fund Existing Additional Project
Appropriations Appropriations Total*
W&S Capital
Projects - Fund $0.00 $972,490.00 $972,490.00
56002
(Project Total I $0.001 $972,490.001 $972,490.00
Business Equity: Freese and Nichols, Inc., is in compliance with the City's Business Equity Ordinance by
committing to 17 percent MWBE participation on this project. The City's MWBE goal on this project is 8
percent.
The project is located in COUNCIL DISTRICT 9.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are currently available in the Water and Sewer 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 to 42-in Cl WM Dwntwn Repl project to support
the above recommendations and 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
Fund
Department Account Project ProgramActivity
Budget
Reference # Amount
ID ID
Year
(Chartfield 2)
FROM
Fund
Department Account Project ProgramActivity
Budget
Reference # Amount
ID ID
Year
(Chartfield 2)
CERTIFICATIONS:
Submitted for Citv Manaqer's Office bv:. Dana Burghdoff (8018)
Originating Department Head: Chris Harder (5020)
Additional Information Contact: Dena Johnson (7866)
ATTACHMENTS
1. 60WATERMAIN CASTIRON REPLACE DOWNT-FNI CompMemo.pdf (CFW Internal)
2. 60WATERMAIN CASTIRON REPLACE DOWNT-FNI FID Table (WCF 10.24.23).xlsx (CFW Internal)
3. 60WATERMAIN CASTIRON REPLACE DOWNT-FNI Form 1295.pdf (CFW Internal)
4. 60WATERMAIN CASTIRON REPLACE DOWNT-FNI funds availabilitv.pdf (CFW Internal)
5. 60WATERMAIN CASTIRON REPLACE DOWNT-FNI Map. pdf (Public)
6. Entitvinformation Freese and Nichols. Inc..pdf (CFW Internal)
7. ORD.APP 60WATERMAIN CASTIRON REPLACE DOWNT-FNI 560002 A024(r2).docx (Public)
8. PBS CPN 105064.pdf (CFW Internal)
60WATERMAIN CASTIRON REPLACE DOWNT-FNI FID Table
2 56002 0600430 4956001 105064 2024 $917,951.00
2 56002 0600430 105064 2024 $917,951.00
2 56002 0700430 4956001 105064 2024 $54,539.00
2 56002 0700430 105064 2024 $54,539.00
2 56001 0609020 5956001 $917,951.00
2 56002 0600430 4956001 105064 001730 9999 ($917,951.00)
2 56001 0709020 5956001 $54,539.00
2 56002 0700430 4956001 105064 001730 9999 ($54,539.00)
2
56002
0600430
4956001
105064
001730
9999
($917,951.00)
2
56002
0600430
5110101
105064
001730
9999
$78,750.00
Water Staff Cost
2
56002
0600430
5550102
105064
001730
9999
$4,000.00
Public Outreach
1
56002
0600430
5330500
105064
001730
9999
$654,076.00
Contract
2
56002
0600430
5710010
105064
001740
9999
$50,000.00
Easement Acquisition
2
56002
0600430
5110101
105064
001740
9999
$5,000.00
Easement Acquisition
2
56002
0600430
5330500
105064
001740
9999
$2,500.00
Easement Acquisition
2
56002
0600430
5740010
105064
001780
9999
$2,500.00
Easement Acquisition
2
56002
0600430
5310350
105064
001770
9999
$3,000.00
Utility Coordination
2
56002
0600430
5330500
105064
001784
9999
$91,875.00
Soil Lab Consultant
2
56002
0600430
5310350
105064
001784
9999
$26,250.00
Soil Lab TPW Staff
2
56002
0700430
4956001
105064
001730
9999
($54,539.00)
2
56002
0700430
5110101
105064
001730
9999
$6,300.00
Water Staff Cost
1
56002
0700430
5330500
105064
001730
9999
$47,239.00
Contract
2
56002
0700430
5310350
105064
001770
9999
$1,000.00
Utility Coordination
56002 I
12060000 I
105064
RETAIN I
I I
I
IRetainage Combo Code