HomeMy WebLinkAboutContract 60499-A1CSC No. 60499-A1
AMENDMENT No . 1
TO CITY SECRETARY CONTRACT No. 60499
WHEREAS, the City of Fort Worth (CITY) and Freese and Nichols, Inc.,
(ENGINEER) made and entered into City Secretary Contract No. 60499, (the
CONTRACT) which was authorized M&C 23-0867 on the 17th day of October,
2023, in the amount of $910,195.00; and
WHEREAS, the CONTRACT involves engineering services for the following
project:
Bryant Irvin Westside II/ Southside II Pressure Plane Transfer
Phases 1-3, CPN 104881; and
WHEREAS, it has become necessary to execute Amendment No. 1 to the
CONTRACT to include an increased scope of work and revised fee.
NOW THEREFORE, CITY and ENGINEER, acting herein by and through their
duly authorized representatives, enter into the following agreement, which
amends the CONTRACT:
1.
Article I of the CONTRACT is amended to include the additional
engineering services specified in proposal attached hereto and incorporated
herein. The cost to City for the additional design services to be performed
by Engineer totals $353,749.00.
2.
Article II of the CONTRACT is amended to provide for an increase in
the fee to be paid to Engineer for all work and services performed under
the Contract, as amended, so that the total fee paid by the City for all
work and services shall be an amount of $1,263,944.00.
3.
All other provisions of the Contract, which are not expressly amended
herein, shall remain in full force and effect.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
City of Fort Worth, Texas Bryant Irvin Westside II/ Southside II Pressure Plane Transfer
Prof Services Agreement Amendment Template CPN 104881
Revision Date: 12/08/2023
Page 1 of 2
EXECUTED and EFFECTIVE as
designated Assistant City Manager.
APPROVED:
City of Fort Worth
William Johnson (J n 6, 2025 14:53 CST)
William Johnson
Assistant City Manager
DATE. 01 /06/2025
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Jannette Goodall
City Secretary
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APPROVAL RECOMMENDED:
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Christopher Harc(er (Jan 2, 2025 14:54 CST)
Christopher Harder, P. E.
Director, Water Department
Contract Compliance Manager:
of the date subscribed by the City's
ENGINEER
Freese & Nichols, Inc.
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Nick Lester, P.E
Vice President
DATE: 12/18/2024
By signing, I acknowledge that I am the person responsible for the
monitoring and administration of this contract, including ensuring all
performance and reporting requirements.
Preeti KC, P.E.
Project Manager
APPRO W FORM AND LEGALITY:
Douglas Black (Jan 6, 2025 12:37 CST)
Douglas W. Black
Sr. Assistant City Attorney
City of Fort Worth, Texas
Prof Services Agreement Amendment Template
Revision Date: 12/08/2023
Page 2 of 2
M&C No.#: 24-0994
M&C Date: November 12, 2024
Form 1295: 2024-1224164
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Bryant Irvin Westside II/ Southside II Pressure Plane Transfer
CPN 104881
801 Cherry Street, Suite 2800 + Fort Worth, Texas 76102 + 817-735-7300 + FAX 817-735-7491 www.freese.com
September 30, 2024
Ms. Preeti KC, P.E.
Project Manager
City of Fort Worth Water Department
311 West 10th Street
Fort Worth, TX 76102
Re: Professional Service Agreement for Bryant Irvin Westside II/Southside II Pressure Plane Transfer
Phases 1, 2, and 3 (City Project No. 104881)
Amendment No. 1
Dear Ms. KC:
Freese and Nichols, Inc. (FNI) is pleased to provide this amendment proposal for professional design
services for the WS 2.5 to NS2 Transfer and Water Line Extension project. The fee includes design
management, design services for the water and sewer line, tunneling design, geotechnical and
environmental investigation, environmental tree survey, bid phase and general construction support,
and design survey.
A summary of the additional costs is shown below:
Task 12 Items
Fee
Design Management & Project Coordination
$20,581
Water/Sewer Design
$136,314
Electrical and I&C Design for the Valve Vault
$46,324
Geotechnical Investigation
$29,720
Environmental Investigation & Tree Survey
$11,526
Bid Phase
$8,736
Construction Phase
$29,504
Survey
$45,814
TROE/Easements
$25,230
Additional Services (only if authorized by FW Water)
$10,000
Total
$353,749
L:\Client\OLCR\F\Fort Worth\Westside 11 to Southside 11 WL\Amendment 1
CPN 104881 Amendment No. 1
Bryant Irvin Westside II/Southside II Pressure Plane Transfer Phases 1, 2, and 3
September 30, 2024
Page 2 of 2
Original Contract Amount
Amendment No. 1
Contract Amount to Date
$910,195
$353,749
$1,263,944
Freese and Nichols appreciates this opportunity, and we would like to meet with you to discuss these
additional services at your convenience.
Sincerely,
Amanda Johnson, P.E
Project Manager
Attachments
Attachment A — Scope
Attachment B1b — LOE
Attachment B2 — OPCC
Attachment D1— Project Schedule
Project Exhibit
L:\Client\OLCR\F\Fort Worth\Westside 11 to Southside 11 WL\Amendment 1
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO,: 104881
ATTACHMENT A
Scope for Enaineerinq Design Related Services for Water and/or Sanitary Sewer
Improvements
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE II/SOUTHSIDE II PRESSURE PLANE TRANSFER
PHASES 1, 2, AND 3
AMENDMENT NO.1
CITY PROJECT NO.: 104881
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. Tasks 1 through 11 will remain
in accordance with the original contract. This amendment will include additional design
efforts for the following to transfer the services for customers along the West side of Marina
Drive from the City of Lake Worth to the City of Fort Worth.
Design of approximately 1,860 LF of 12" water line along Marina Drive, a 340 LF 12"
trenchless crossing across the confluence of the stream channel and Lake Worth between
Malaga Drive and Marina Drive, 500 LF of 24" water line extension from the existing Lake
Worth crossing towards Tompkins Corner, a WS2.5 to SS2 transfer valve station including a
SCADA controlled valve and metering. The project will also include 1,200 LF of sewer line to
connect approximately nine existing grinder pumps to the City of Fort Worth sewer system.
WORK TO BE PERFORMED
Task 12. WS2.5 to NS2 Transfer and Water Line Extension
TASK 12.1. DESIGN MANAGEMENT.
12,1.1. 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 initially, 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 1 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• 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 Fort Worth Parks
Department, City of Lake Worth, and existing Lake Worth customers as necessary for
the design of the proposed infrastructure, and provide and obtain information needed
to prepare the design.
• 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
• 10 MWBE reports will be prepared.
• One kickoff meeting with City staff.
• Up to three design workshops with City staff.
• 10 monthly project schedule updates will be prepared.
• The proposed alignment along in ROW, where applicable. Two permanent
easements are anticipated. The other property outside of ROW belongs to the
City of Fort Worth.
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
TASK 12.2. 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
■ Identify and develop one alignment that enhances the system
■ Present design to the CITY
■ Obtain the CITY's endorsement of this concept
ENGINEER will develop the conceptual design of the infrastructure as follows.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 2 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
12.2.1. 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; franchise utilities, City of Lake
Worth records, and property ownership as available from the Tax Assessor's
office.
12.2.2. The Conceptual Design Package shall include the following:
• Roll Plot
• 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
map will show a proposed plan -only view of the alignment with proposed
valving. The ENGINEER will meet with the CITY to review the submittal
before proceeding with the Preliminary Design.
• Documentation of key design decisions.
• Estimates of probable construction cost.
12.2.3 Hydraulic Modeling
FNI will update the hydraulic model based on the identified connection points and
tie-ins to the existing system. The modeling team will evaluate system hydraulics
between the WS2.5 and NS2 pressure planes. The modeling team will run up to
three (3) scenarios at various demand levels and operations. The modeling team
will provide flow rates and pressure data for the design team to assist in the
overall project progress. Mapping and model results will be included as part of
the 30% Conceptual Design components.
12.2.4 Environmental
FNI will compile readily available existing information and prepare maps of the
proposed project area in preparation for a pedestrian survey. The types of
information that will be gathered will include, but is not limited to, U.S. Geological
Survey (USGS) 7.5-minute topographic maps, U.S. Fish and Wildlife Service
(USFWS) National Wetlands Inventory (NWI) maps, Natural Resources
Conservation Service (NRCS) soils maps, as well as recent and historical aerial
photographs of the proposed project area. FNI will conduct a pedestrian survey
of the proposed water line alignments to make observations of existing
environmental conditions, identify types and locations of potential waters of the
U.S., and assess potential federally listed and proposed for listing threatened and
endangered species habitats.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 3 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• FNI Scientists will conduct a tree survey within the proposed temporary and
permanent easements on City of Fort Worth property, in compliance with City
Forestry requirements.
• A draft Tree Removal Application will be prepared for trees to be cleared from the
temporary easement and submitted to the City for their review. After
incorporating City's comments into the document, FNI will submit a final Tree
Removal Application to the City.
Information gathered during the pedestrian survey will be used to prepare a draft
technical memorandum. The memorandum will include discussions of
methodologies used, the hydrologic characterization and locations of potential
waters of the U.S., and an opinion on their jurisdictional status. The draft
technical memorandum will be submitted to the City for review and comment.
After incorporating City's comments into the document, FNI will submit a final
technical memorandum to the City.
ASSUMPTIONS
• 1 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.
DELIVERABLES
A. Roll plot of the proposed alignments
B. Estimates of probable construction cost
TASK 12.3. 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.
12.3.1. 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
City of Fort Worth, Texas
Attachment A
PMO Release Date: OB.1.2014
Page 4 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
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 proiect water 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.
• 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 1,500 ft of plan/profile sheet.
• Bearings given on all proposed centerlines or baselines.
• Plan and profile sheet. which show the following: proposed open cut and
trenchless water 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.
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.
Upon completion of the Environmental Investigation and Geotechnical
Investigation, the ENGINEER will evaluate the trenchless construction methods for
steel casing installation underneath the confluence of the stream channel and Lake
Worth between Malaga Drive and Marina Drive. The ENGINEER will also evaluate
the bore pit construction methods associated with the trenchless construction
methods.
• Develop SCADA drawings to include an RTU cabinet, antenna, and electric
service. The development includes coordination with the power company and
electrical design. After an appropriate location is confirmed, a preliminary path
study will be performed.
12.3.2. Constructability Review
City of Fort Worth, Texas
Attachment A
PIVO Release Date: 08.1.2014
Page 5 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• Prior to the 60 percent review meeting with the CITY, the ENGINEER shall
schedule and attend a project site visit with the CITY's Project Manager and
Construction personnel to walk the project. The ENGINEER shall summarize the
CITY's comments from the field visit and submit this information to the CITY in
writing.
12.3.3. 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.
12.3.4. Traffic Control Plan
• Develop a traffic control plan utilizing standard traffic reroute configurations
posted as "Typicals" on the CITY's BIM 360 website. The typicals need not be
sealed individually, if included in the sealed contract documents.
12.3.5 Geotechnical Investigation
• ENGINEER shall advise the CITY of test borings and other subsurface
investigations that may be needed for the project. The ENGINEER will provide all
drilling, sampling, and testing and develop a geotechnical report as outlined
below.
Task 3.5.1— Field Exploration
• Select and mark up to 2 boring locations and notify Texas 811, City of
Fort Worth, and TXDOT to request location and marking of existing
underground utilities prior to the field exploration. The locations will be
selected to be clear of underground and overhead utilities.
• Obtain drilling permits from the City of Fort Worth and TXDOT prior to
drilling core borings. Traffic control plans for the core drilling will be
developed and submitted as a part of the drilling permits.
Subcontract with a geotechnical drilling contractor to drill up to 2 borings
to a depth of 50 feet each, one on each side of the lake tributary. One
boring will be drilled off Marina Drive, and the other will be drilled off
Malaga Drive. Traffic control will be required if the borings cannot be
offset from the roadways at sites accessible to a truck -mounted drilling
rig.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 6 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• Samples will be collected intermittently using continuous flight augers and
either split -spoon or tube samplers. Rock and rock -like materials will be
cored with an NX-sized core barrel or tested insitu using a TxDOT Cone
Penetration Test, as appropriate for the material.
• The borings will be grouted with cement-bentonite grout upon completion.
• Provide an Engineer or Geologist experienced in logging borings to direct
the drilling, log the borings, and handle and transport the samples. Visual
classification of the subsurface stratigraphy shall be provided per the
Unified Soil Classification System (USCS).
Task 3.5.2 — Laboratory Testing
• Testing shall be performed on samples obtained from the borings to
determine soil classification and pertinent engineering properties of the
subsurface materials. FNI will select samples for laboratory testing,
assign tests, and review the test results. Testing will be performed by a
geotechnical testing subcontractor.
• Laboratory tests will be assigned based on the specific subsurface
materials encountered during exploration. Test type and quantity may
vary, but are expected to include:
• Classification tests (liquid and plastic limits and percent passing the
no. 200 sieve or gradation)
• Moisture content
• Dry unit weight
• Unconfined compressive strength
• Soluble sulfate content, soluble chlorides, pH, and electrical resistivity
Task 3.5.3 — Engineering Analysis
• Prepare geotechnical data report to include:
• Geotechnical data report with brief discussion of methods used for
investigation. Appendix with the boring locations, boring logs,
laboratory test results, and a key to the symbols used.
• Provide geotechnical support to the design team as needed.
ASSUMPTIONS
• Traffic Control "Typicals" will be utilized to the extent possible.
• 2 sets 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 7of16
ATTACHMENTA
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO,: 104881
• 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 sets 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 two public meeting per construction package (up to 4)
• 2 Geotechnical borings are expected for this project.
DELIVERABLES
A. Public meeting exhibit
B. Preliminary Design drawings and specifications
C. Utility Clearance drawings
D. Estimates of probable construction cost
E. Database listing names and addresses of residents and businesses affected by
the project.
TASK 12.4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS
(100 PERCENT).
Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as
follows:
• For projects that disturb an area greater than one (1) acre, 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.
• 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 the 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: D8.1.2014
Page 8 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
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.
TASK 12.5. BID PHASE SERVICES.
ENGINEER will support the bid phase for each construction package (up to two) as follows.
12.5.1. 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 .xls 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.
• Plan Sets are to be uploaded to BIM 360 in two formats, .pdf and .dwf files.
The .pdf will consist of one file of the entire plan set. The. dwf will consist of
individual files, one for each plan sheet, and will be numbered and named in
a manner similar to that of the plan set index.
• The ENGINEER shall maintain a list of 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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 9 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
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 bidder's 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.
12.5.2 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. 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_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.
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:
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 10 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• 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 designed as one project and bid as two projects to two
contractors.
• Attend one in person public meeting for each construction package (up to two)
• 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 (conformed, if applicable) will be delivered to the CITY.
• PDF, DWF, and DWG files will be uploaded to BIM 360.
DELIVERABLES
A. Addenda (up to 1)
B. Bid tabulation
C. CFW Data Spreadsheet
D. Recommendation of award
E. Construction documents (conformed, if applicable)
TASK 12.6. CONSTRUCTION PHASE SERVICES.
ENGINEER will support the construction phase as follows.
12.6.1 Construction Support
• 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 11 of 16
ATTACHMENT
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• The ENGINEER shall visit the project site two times 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 1 RFI, 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
12.6.2 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.
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. 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:
City of Fort Worth, Texas
Attachment A
PIVO Release Date: 08.1.2014
Page 12 of 16
ATTACHMENTA
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• 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
• 1 RFI is assumed.
• 1 Change Order is assumed.
• One PDF (22"x34") copy will be delivered 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 30)
E. Final Punch List items
F. PDF copy of Record Drawings
TASK 12.7. ROW/EASEMENT SERVICES.
ENGINEER will support and perform activities related to ROW and land as outlined below,
per scoping direction and guidance from the CITY's Project Manager.
12.7.1. Right -of -Way Research
• The ENGINEER shall determine rights -of -way and easements needs for construction of
the project. Required temporary and permanent easements will be identified based on
available information and recommendations will be made for approval by the CITY.
ASSUMPTIONS
• 15 Easements or right-of-way documents are anticipated, nine for the grinder pumps,
and six for the water line.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 13 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO,: 104881
• 8 Temporary right -of -entry documents will be necessary.
Right -of -Way research and mapping includes review of property/right-of-way records
based on current internet based Tarrant Appraisal District (TAD) information available at
the start of the project and available on -ground property information (i.e., iron rods,
fences, stakes, etc.). It does not include effort for chain of title research, parent track
research, additional research for easements not included in the TAD, right-of-way
takings, easement vacations and abandonments, right-of-way vacations, and street
closures.
TASK 12.8. SURVEY
ENGINEER will provide survey support as follows.
12.8.1. Design Survey
ENGINEER will perform field surveys to collect horizontal and vertical elevations and
other information needed by ENGINEER in design and preparation of plans for the
project. Information gathered during the survey shall include topographic data,
elevations of all sanitary and adjacent storm sewers, rim/invert elevations, 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 benchmarks, per line or location.
o Bearings given on all proposed centerlines, or baselines.
o Station equations relating utilities to paving, when appropriate.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 14 of 16
ATTACHMENT A
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
ASSUMPTIONS
Topographic survey will be a total width of 50' in areas outside of ROW. Areas within ROW
will be the full width of the ROW. Survey to obtain the locations of the house limits, sewer
cleanouts, and grinder pumps is also included.
DELIVERABLES
• Copies of field survey data and notes signed and sealed by a licensed surveyor.
• Drawing of the project layout with dimensions and coordinate list.
Task 12.9 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 $10,000, Engineer will submit
a request to cover the additional work required.
• Additional services as directed by the City, up to $10,000.
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:
• Services related to the evaluation or replacement of existing grinder pumps.
• 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 phase inspection services
• Performance of materials testing or specialty testing services.
• 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 4 Requests for Information per construction package.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 15 of 16
ATTACHMENTA
DESIGN SERVICES FOR
BRYANT IRVIN WESTSIDE IIISOUTHSIDE II PRESSURE PLAN TRANSFER PHASES 1, 2, AND 3
CITY PROJECT NO.: 104881
• Review of more than one change order per construction package.
• 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.
• Performance of miscellaneous and supplemental services related to the project as
requested by the CITY and not specifically identified in the Scope of Services.
• Analysis of subgrade conditions for pavement design related to geotechnical bores.
• Clean Water Act Section 404 Nationwide or Individual Permit application
• Cultural Resources Survey
• Phase I Environmental Site Assessment
• Federally listed Threatened/Endangered Species presence/absence survey
• Any other environmental services not listed in the above scope of work
• Additional field investigations or analysis required to respond to public or regulatory
agency comments.
• Additional reporting, geotechnical investigations, or analyses required by the UPRR in
addition to the online permit application. Payment of fees other than the crossing
application fee to the UPRR associated with the online permit application. Payment of
rush fees for online permit applications.
• Site clearing and grubbing for access for drilling rig conducting the geotechnical
investigation.
• Preparation of a Geotechnical Baseline Report.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 16 of 16
f,uke 11yoi-th
C
DRAFT FIGURE
CITY OF FORT WORTH
BRYANT IRVIN WESTSIDE 2.5/NORTHSIDE 2
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EXHIBIT B.2
Level of Effort Spreadsheet
TASKIHOUR BREAKDOWN
Design Services for
Westside II to Southside 11 Water Line
Amendment No.1
Citv Project N. 104881
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CPN104881 - Westside II to Southside II Water Line Amendment No. 1
Project Schedule Report Print Date: Thu 9/26/24
ID
Name
Duratlon 'Start Flnlsh
Finish Predecessors
2125 2.026
iTask
iVarlance
Dec Jan Feb
Mar A r May 1. Jul Aue Sep 0 Nov Da Jan Feb I Mar A., May Jun I Jul I Aue I, Seo Ott Nw
2
Notice to Proceed
1 day Mon 12/2/24 Mon ii4,024
v aays
,
3
Kickcff Meeting
1 day Wed 12/4/24 Wed I2/4/24
0 days
4
Design Survey
6 wks Tue 12/3/24 Mon 1/13/25
0 days 2
5
Conceptual Design (30%)
34.5 days Tue 1/14/25 Mon 3/3/25
0 d2ys4
6
Prepare 30% Design(Stripmap)
25 days Tue 1/14/25 Mon 2/17/25
0days
F —1
---- ____ - _ - _____-_____ ___'_______ _
31
Submit 30% Design
1 day Tue 2/18/25 Tue 2/18/25
0 days 10
12
FW Water Review
1.5 wks Wed 2/19/25 Fri 2/28/25
0 days 11
,
13
N_
30% Review Workshop
1 day Fri 2/28/25 Mon 3/3/25
0 days 12
__ _
14
30% Design Complete
0 days Mon 3/3/25 Mon 3/3125
0 days 13
_______---------------
30%De4ign
____. ____—___—_____
tte
15
Preliminary Design (60%)
49.5 days Mon 3/3/75 Fri 5/9/25
0 days
��-1
16
Prepare 60% Prelimina ry Plans and Specs
40 days Mon 3/3/ZS Mon 4/28/25
0 days
_ _ _
21
Submit 60% Design
Iday Man 4/28/25 Tue 4/29/25
0days 20
Submit
C
22
FW Water Review
1.5 wks Tue 4/29/25 Thu 5/8/25
0days 21
23
60% Review Workshop
1 day Fri 5/9125 Fri 5/9/25
0 days22
_
24
60% Design Complete
0 days Fri 5/9/25 Fri 519/25
0 days 23
_
60%
clan co
Pete
_
ZS
Final Design (90%)
93 days Mon 5/12/25 Wed 9/17/25
0 days
,
26
Prepare 90% Final Plans and Spea
32 days Mon 5/12/25 Tue 6/24/25
0 days 23
31
Submit 90%Design (FW Water &TCEO!)
Iday Wed 6/25/25 Wed 6/25/2.5
0days 30
_ _ _ _
Suhmit9
_
DesigNFYWater &TOiQ)
-
32
FW Water Review
1.5 wks Thu 6/26/25 Mon 7/7/25
0days 31
,
33
TCEQ Review and Approval
60 days Thu 6/26/25 Wed 9/17/25
0days 31
- _
_ _--- _---- ____
34
90% Reylew Workshop
Iday Mon 7/7/25 Tue 7/8/25
0days 32
I
35
Incorporate Final Comments
16 days Tue 7/8/25 Wed 7/30/25
0 days
des
Submit Final Plans &Spea
lday Wed 7/30/25 Thu7/31/25
Odays 39
submit
inalk a.&Specs
--
---- — ---- ,----- _--------- ---- . ---- _--- —--- _ ____ _
41
Approve Final Plans and Specs (FW Water)
10 days Thu 7/31/25 Thu 8/W25
0 days40
42
Design Complete
0 days Thu B/14/2S Thu 8/14/25
0 days 4l
D
m eClJte_
43
SO days Thu 8114/25 Thu 8/28/25
adays42
as
Prepare Bid Package
10 days Thu 8/28/25 Thu 9/11/25
0 days 43
a5
ROW/Land
441 days Mon 3/3/25 Tue W3.0/26
0 days
i
46
Right of Way Start
0days Mon 3/3/25 Mon 3/3/25
0days 14
- Right
Waystr
__
47
. , c. ,
31 days Mon 3/3/25 Tue 4/15/25
0 days 46
u
Property Management Appraisal Process
95 days Tue 4/15/25 Tue 8/26/25
0 days 47Mill
-
a9
Easement Acquisition
120 days Tue 8/26/25 Tue 2/10/26
0days 48
• 50
Condemnation (if needed)
195 days Tue 2/30/26 Tue 11/10/26
Odays 49
51 i
Permits
204 days Tue 3/11/25 Fri IZ/19/25
0 days
52
USACE Permitting- Submit, Review, Approve
.J.1, 25 Fri 12/19/25
0days 54
-
____ ________
53
Environmental
4021 days Mon 10/12/0!Mon 3110/25
0 drys
_
54
Evaluation and Report
5 wks Tue 2/4/2S Man 3/10/25
0 days 7FS+1 wk
i
55
Finalize Report
20 days Mon 10/12/OSFri 1116/09
0 days
56
Utility Relocation
250 days Tue2/18/25 Tue2/3/26
0days
57
UTILITIES Start
0 days Tue 2/18/25 Tue 2/18/25
0 days 11
TIUTIESS
an
58
Review Plans and Specs; - Utilities 30%
80 days Wed 2/19/25 Tue 6/10/25
0 days 31
59
Review Plans and Specs - Utilities 60%
80 days Tue 4/29/25 Tue 8/19/25
0 days 21
60
Review Plans and Spea -Utilities 90%
80 days Wed 6/25/25 Tue 10/14/25
Odays30
61
Utility Reloation
80 days Wed 10/15/25Tue 2/3/26
0 days 60
62
Utilities Complete
0 days Tue 2/3/26 Tue 2/3/26
0 days 61
'--------- ----------------
-----------
----
--------�---
UNICs2ompleae
63
Advertisement
26 days Wed 9/17/25 Thu 10/23/25
0 days
1
64 Bid Advertisement 0days Wed 9/17/25 Wed 9/17/25 0days 33 I CBI Ad ment (
----------
— ---
.----
—___�____.____
65 Advertisement Period 20 days Mon 9/22/25 Fri 10/17/25 0 days 64FS+2 days
66 Hold Pre -Bid Meeting I day Thu 10/9/25 Thu 10/9/25 0 days 65F5-7 days
67 Bid Opening 0 days Mon 10/20/25 Mon 10/20/2_c 0 days 65F5+1 day B d Openlrr
______________ _______________._________—________.__ ____ ___ ----- ____ -
63 Review Bids- Bid Tabulations and Select Contr3 days Tue 10/21/25 Thu 30/23/25 0 days67
69 Construction 282 days Fri 10/24/25 Fri 11/20/26 0 days
70 Pre -Construction Public Meeting 1 day Fri 10/24/2S Fri 10/24/25 0 days 68
ri Constructiaq lq moos Mon 10/27/2SFri 11/20/26 0 days?i
Task Milestone o Summary Project5ummary 1---- ----1
CPN104881 - Westside 11 to Southside 11 Water Line
OPINION OF PROBABLE CONSTRUCTION COST
• • • Westside II to Southside II WL-Amendment 1 DATE
9/25/2024
CLIENT FW Water GROUP 1112
% SUBMITTAL Conceptual PM Amanda Johnson
ESTIMATED BY QC CHECKED BY FNI PROJECT NUMBER
Darryl Block.. Johnson FTW23970
Amendment 1
1 24-in Water Line (By Open Cut)
2 12-in Water Line (By Open Cut)
3 12-in Water Line (By Other than Open Cut)
4 24-in Transfer Valve (MOV - BFV)
5 24-in Flow Meter & Vault
6 2-in Combination Air Valve
7 6-in Blow off Valve
8 Connection to Existing Water Line
9 6-in Sewer Line (By Open Cut)
10 Sewer Service Line Connection
11 Sewer Manhole
12 Trench Safety
13 Construction Staking
14 Storm Water Pollution Prevention Plan
15 Traffic Control
16 Asphalt Pavement Repair
17 Pre -Construction Video
500
LF
$
665.00
$
332,500
1860
LF
$
200.00
$
372,000
340
LF
$
1,100.00
$
374,000
1
EA
$
29,400.00
$
29,400
1
EA
$
175,000.00
$
175,000
1
EA
$
51,000.00
$
51,000
1
EA
$
38,000.00
$
38,000
2
EA
$
15,000.00
$
30,000
1200
LF
$
90.00
$
108,000
9
EA
$
1,000.00
$
9,000
2
EA
$
11,000.00
$
22,000
3560
LF
$
5.00
$
17,800
1
LS
$
8,000.00
$
8,000
1
LS
$
5,000.00
$
5,000
1
LS
$
10,000.00
$
10,000
3100
SY
$
60.00
$
186,000
1
LS
$
5,000.00
$
5,000
SUBTOTAL $ 1,772,700
SUBTOTAL $ 2,304,510
SUBTOTAL $ 2,419,736
COST ESCALATION FACTOR 5.0% $ 142,764
:• IN• _ • •
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 famiIiarwith 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 5 Estimate with accuracy range or -30 to + 50.
2 FNI OPCC does not include costs associated with engineering fees, permits, surveying, etc.
Page 1 of 1
City of Fort Worth, Texas
Mayor and Council Communication
DATE: Tuesday, November 12, 2024 REFERENCE NO.: **M&C 24-0994
LOG NAME: 60BRYIRVINWS2&SS2A1-FNI
SUBJECT:
(CD 7) Authorize Execution of Amendment No. 1 in the Amount of $353,749.00 to an Engineering
Agreement with Freese and Nichols, Inc., for the Bryant Irvin Westside II/ Southside II Pressure Plane
Transfer Phases 1-3 Project and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution
to Fiscal Years 2025-2029 Capital Improvement Program
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize execution of Amendment No.1 the amount of $353,749.00 to City Secretary Contract No.
60499 an engineering agreement with Freese and Nichols, Inc. for Bryant Irvin Westside
II/Southside II Pressure Plane Transfer Phases 1-3 Project for a revised contract amount of
$1,263,944.00; and
2. Adopt the attached appropriation ordinance adjusting estimated receipts and appropriations in the
Water & Sewer Revenue Bonds Series 2024 Fund by increasing estimated receipts and
appropriations in the Bryant Irvin Westside II/ Southside II Pressure Plane Transfer Phases 1-
3 project (City Project No. 104881) in the amount of $353,749.00 and decreasing estimated receipts
and appropriations in the Commercial Paper project (City Project No. UCMLPR) by the same
amount, to effect a portion of Water's contribution to the Fiscal Years 2025-2029 Capital
Improvement Program.
DISCUSSION:
On October 17, 2023, Mayor and Council Communication (M&C) 23-0867, the City Council authorized an
engineering agreement in the amount of $910,195.00 with Freese and Nichols, Inc. (City Secretary No.
60499) for the Bryant Irvin Westside II/Southside II Pressure Plane Transfer Phases 1-3 project.
Amendment No.1 will provide the necessary design services to allow for the transfer of water and sanitary
sewer services for Fort Worth residents along the west side of Marina Drive from the City of Lake Worth to
the City of Fort Worth. The Amendment will also provide design for a sanitary sewer main to connect nine
existing residential grinder pumps to the City of Fort Worth sanitary sewer system.
It is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year (FY),
instead of within the annual budget ordinance, as projects commence, additional funding needs are
identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in support of
the Water's portion of the City of Fort Worth's Fiscal Years 2025-2029 Capital Improvement Program, as
follows:
60BRYIRVINWS2&SS2A1-FNI
Capital project FY2025 CIP Budget Revised
Fund Name Appropriations Authority Change (Increase/Decrease) FY2025
Name Budget
Fund 104881- $0.00 This M&C $353,749.00 $353,749.00
56022 B.Irvin
- W&S WSII/SSII
Rev PPT P1-3
Bonds
Funding is currently available in the Commercial Paper project within the W&S Rev Bonds Series 2024
Fund for the purpose of funding the Bryant Irvin Westside II/Southside II Pressure Plane Transfer Phases
1-3 project.
Funding for the Bryant Irvin Westside II/ Southside II Pressure Plane Transfer Phases 1-3 project is
depicted below:
Fund
Fund 56022 -
W&S Rev
Bonds Series
2024
Project Total
Existing
Appropriations
$1,469,865.00
11 $1,469,865.00
Additional I project Total*
Appropriations
*Numbers rounded for presentation purposes.
$353,749.00 $1,823,614.00
$353,749.00 1$1,823,614.001
BUSINESS EQUITY OFFICE: Freese and Nichols, Inc. agrees to maintain its initial M/WBE commitment
of 17\% that it made on the original agreement and extend and maintain that same M/WBE commitment of
17\% to this first amendment. Therefore Freese and Nichols, Inc. remains in compliance with the City's
M/WBE Ordinance and attests to its commitment by its signature on the Acceptance of Previous M/WBE
Commitment form executed by an authorized representative of its company.
The project is located in COUNCIL DISTRICT 7.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are available in the W&S Commercial Paper project within the
W&S Rev Bonds Series 2024 Fund and upon approval of the above recommendations and adoption of the
attached appropriation ordinance, funds will be available in the W&S Rev Bonds Series 2024 Fund for the
B. Irvin WSII/SSII PPT P.1-3 project to support the approval of the above recommendations and execution
of the 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
ccoun
Project
Program ctivity
Budget
Reference #
mount
ID
ID
Year I
(Chartfield 2)
FROM
Fund
Department
ccoun
Project
Program
ctivity
Budget
Reference #
mount
ID
ID
Year I
(Chartfield 2)
CERTIFICATIONS:
Submitted for Citv Manager's Office by_ William Johnson (5806)
Originating Department Head: Chris Harder (5020)
Additional Information Contact: Preeti KC (5467)
ATTACHMENTS
1. 60BRYIRVINWS2&SS2A1-FNI FID TABLE (WCF 10.09.24).XLSX (CFW Internal)
2. 60BRYIRVINWS2&SS2A1-FNI.docx (CFW Internal)
3.60BRYIRVINWS2SS2A1-FNI PP.pdf (Public)
4. Acceptance of Previous MWBE Commitment Form (APCF) 2021 (43) Signed RL.pdf (CFW Internal)
5. Form 1295 Certificate 101275201 City of Fort Worth Water Dept Citv Proiect No. 104881.pdf (CFW
Internal)
6. ORD.APP_60BRYIRVINWS2&SS2A1-FNI_56022_AO25(r2) (3).docx (Public)
7. PBS CPN 104881.ndf (CFW Internal)
8. SAM.aov search Freese and Nichols Inc..pdf (CFW Internal)
60BRYIRVINWSZ&SSZA1-FNI FID Table
2&3)
56022
0600430
4905158 UCMLPR
2025
2&3)
56022
0600430
4905158 104881
2025
2&3)
56022
0700430
4905158 104881
2025
2&3)
56022
0600430
UCMLPR
2025
2&3)
56022 I
0600430
I 104881 I
I 2025
2&3)
56022 I
0700430
104881 I
I 2025
($353,749.00)
$244,903.00
$108,846.00
($353,749.00)
$244,903.00
$108,846.00
2&3) 56022 0600430 4905158 UCMLPR UNSEPC 9999 $353,749.00
2&3) 56022 0600430 4905158 104881 001430 9999 ($244,903.00)
2&3) 56022 0700430 4905158 104881 001430 9999 ($108,846.00)