HomeMy WebLinkAboutContract 55399-A3 CSC No. 55399-A3
AMENDMENT No . 3
TO CITY SECRETARY CONTRACT No . 55399
WHEREAS, the City of Fort Worth (CITY) and Freese and Nichols, Inc. , (ENGINEER)
made and entered into City Secretary Contract No. 55399, (the CONTRACT) which was
authorized by M&C 21-0128 on the 16u' day of February, 2021 in the amount of
$1,001,447.00; and
WHEREAS , the CONTRACT was subsequently revised by Amendment No.1 in the amount
of $94,871.00 administratively authorized on October 8, 2021 and Amendment No.2 in the
amount of $169,005.00 authorized by M&C 22-0590 on the 9th day of August, 2022; and
WHEREAS, the CONTRACT involves engineering services for the following project:
3rd Barrel Parallel Sanitary Sewer to the Twin 90- inch Sewers Serving the
Village Creek Wastewater Treatment Plant, Bank Protection at the Village Creek
Wastewater Treatment Plant and Pipeline Erosion Analysis at Five Low Water
Crossings Project; and
WHEREAS, it has become necessary to execute Amendment No. 3 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 $35,396.00.
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
$1,300,719.00.
3.
All other provisions of the Contract, which are not expressly amended herein,
shall remain in full force and effect.
EXECUTED and EFFECTIVE as of the date subscribed by the City' s designated Assistant City
Manager.
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH, TX
Prof Services Agreement Amendment Template
Revision Date: November 23, 2021 [Twin 90-inch Emergency Bank Stabilization]
Page 1 of 2 [CPN 1031281
APPROVED:
City of Fort Worth ENGINEER
Freese and Nichols, Inc.
15awa-B=6cd� 1
Dana Burghd off((Yt 6,202 9:49 CDT) (l/
Dana Burghdoff Nick Lester, P.E.
Assistant City Manager Vice-President
DATE: Oct 6, 2022 DATE: 09/02/2022
APPROVAL RECOMMENDED:
:
L�P/1.Gd�d�,
Christopher Hard (Sep 28,202213:55CDT)
Chris Harder, P.E.
Director, Water Department
Contract Compliance Manager:
By signing, I acknowledge that I am the person responsible for the
monitoring and administration of this contract, including ensuring all
performance and reporting requirements .
Pratima Poudyal P.E.
Professional Engineer
APPROVED AS TO FORM AND LEGALITY: M&C: N/A
I Date: N/A
D$lack(Sep 29,2022 12:48 CDT)
Douglas W. Black Form 1295 : N/A
Senior Assistant City Attorney
ATTEST: �a000000
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J ette S.Goodall(Oct 6,202213:2 T) o o=
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Jannette S. Goodall o
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City Secretary ��� 00000000 C),
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OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Prof Services Agreement Amendment Template
Revision Date: November 23, 2021 [Twin 90-inch Emergency Bank Stabilization]
Page 2 of 2 (CPN 1031281
i
Innovative approaches
FREESE
Practical results
rm'RNICHOLS
•
801 Cherry Street,Suite 2800 + Fort Worth,Texas 76102 + 817-735-7300 + FAX 817-735-7491 www.freese.com
August 12, 2022
Ms. Pratima Poudyal, P.E.
Project Manager
City of Fort Worth Water Department
311 West 10th Street
Fort Worth,TX 76102
Re: Amendment No.3 for the 3`d Barrel/Village Creek Bank Stabilization/5 Sites
(City Project No. 103128)
Dear Ms. Poudyal:
Freese and Nichols, Inc. (FNI) is pleased to provide this amendment for the relocation of the Mary's
Creek Sanitary Sewer Main M-259.The following fee includes the costs for design management, design
services, and general construction services. FNI records show that this proposal would serve as Contract
Amendment No. 3.
A summary of the additional costs is shown below:
Item Fee
Design and Project Management $27,631
Construction Phase $3,845
Environmental Services $3,920
Total $35,396
Freese and Nichols, Inc. appreciates this opportunity, and we would like to meet with you to discuss
these additional services at your convenience.
Original Contract Amount $ 1,001,447
Amendment No. 1 $ 94,871
Amendment No.2 $ 169,005
Amendment No.3 $ 35,396
Contract Amount to Date $ 1,300,719
Sincerely,
/J"O vo Jlg -
Nicholas Lester, P.E.
Vice President
Attachments
Level of Effort Spreadsheet
Attachment A-Scope
L:\Client\OLCR\F\Fort Worth\FTW21267\Amd#3 Mary's Creek(Benbrook)
ATTACHMENT A
DESIGN SERVICES FOR
3RO BARREL PARALLEL SEWER TO TWIN 90•INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS 1 PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
ATTACHMENT A
Scope for Engineering Design Related Services for
Water and/or Sanitary Sewer Improvements
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90-INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS / PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
AMENDMENT NO.3
CITY PROJECT NO.: 103128
The scope set forth herein defines the work to be performed by the ENGINEER in completing
the project which is described in general terms below followed by the detailed scope. Both
the CITY and ENGINEER have attempted to clearly define the work to be performed and
address the needs of the Project.
General: Mary's Creek Sewer Relocation
• Design of approximately 1,300 LF of 12-inch PVC sewer line.
WORK TO BE PERFORMED:
Task 16.1 Design Management
Task 16.2 Preliminary Design (60%)
Task 16.3 Final Construction Documents (100%)
Task 16.4 Construction Phase Services
Task 16.5 Environmental Services
TASK 16.1. 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.
16.1.1. 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.
City of Fort Worth,Texas
Attachment A
PIVO Release Date:07.23.2012
Page 1 of 8
ATTACHMENT A
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90•INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS I PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
• Task and allocate team resources.
16.1.2. Communications and Reporting
• Attend a pre-design project kickoff/chartering meeting with CITY staff to confirm
and clarify scope, understand CITY objectives, and ensure economical and
functional designs that meet CITY requirements.
• Conduct up to one (1) design review meeting with the CITY at the end of each
design submittal phase to review the design.
• Prepare monthly invoices in a format acceptable to the CITY.
• Coordinate with other agencies and entities (City of Benbrook/Benbrook Water
Authority, etc.) as necessary for the design of the proposed pipeline and provide
and obtain information needed to prepare the design. Coordination is not
required with TCEQ as the City will be performing a self-review.
• With respect to coordination with permitting authorities (City of
Ben brook/Ben brook Water Authority, etc.), ENGINEER shall communicate such
that their regulatory requirements are appropriately reflected in the design.
ENGINEER shall work with regulatory authorities to obtain approval of the design
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
• One (1) pre-design/kickoff meeting with City staff.
• One (1) design workshop with City staff.
• City will perform self-review— no coordination required with TCEQ.
DELIVERABLES
• Meeting summaries with action items.
• Monthly invoices.
• Monthly progress reports.
TASK 16.2. PRELIMINARY DESIGN (60%)
Preliminary plans and specifications shall be submitted to CITY per the approved Project
Schedule.
ENGINEER will develop the preliminary design as follows:
16.2.1 Data Collection
City of Fort Worth,Texas
Attachment A
PMO Release Date:08.1.2014
Page 2 of 8
ATTACHMENT A
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90•INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS I PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
• In addition to data obtained from the CITY, ENGINEER will research proposed
improvements in conjunction with any other planned future improvements that
may influence the project.
• The ENGINEER will also identify and seek to obtain data for existing conditions
that may impact the project, including but not limited to franchise utilities, City
Master Plans, and property ownership as available from the Tax Assessor's
office.
• Coordinate with Benbrook Water Authority (BWA) on existing water and sewer
utilities.
16.2.2 Development of Preliminary Design Drawings shall include the following:
• Cover Sheet
• A Project Control Sheet, showing all Control Points used or set while gathering
data. Generally, on a scale of not less than 1:400. The following information shall
be indicated for each Control Point: X, Y, and Z Coordinates, in an identified
coordinate system and a referenced bearing base. Z coordinate on City Datum
only; descriptive location.
• Overall project easement layout sheet(s) with property owner information.
• Overall project sanitary sewer layout sheets. The sewer layout sheet shall
identify the proposed gravity main improvement/existing sewer mains and all
sewer appurtenances in the vicinity. Utilities shall be located with S.U.E. Level A
and B.
• Coordinates on all P.C.'s, P.T.'s, P.I.'s, manholes,junction structures, etc., in the
same coordinate system as the Control Points.
• Benchmarks per 1,000 ft of plan/profile sheet.
• Bearings given on all proposed centerlines or baselines.
• Plan and profile sheets at a 1:40 scale on 11"x17" sheets which show the
following: proposed sanitary sewer plan/profile and recommended pipe size,
manholes, 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 will prepare standard and special detail sheets for sewer
replacement that are not already included in the D-section of the CITY's
specifications. These may consist of connection details between various parts of
the project, details unique to the project's construction, and special service lateral
reconnections.
• The ENGINEER shall make provisions for reconnecting all identifiable 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 sanitary sewer main or lateral is changed,
provisions will be made in the final plans and/or specifications by the ENGINEER
City of Fort Worth,Texas
Attachment A
PMO Release Date:08.1.2014
Page 3 of 8
ill
ATTACHMENT A
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90•INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS I PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
to relocate all service lines connected to the existing main and connect said service
lines to the relocated main.
• Plans, sections, elevations, special details, and special notes.
16.2.3 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 the design. No utility relocation or
replacements are included in the ENGINEER's scope of work.
• 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.
16.2.4 Traffic Control Plan
• Develop a traffic control plan utilizing standard traffic reroute configurations
posted as "Typicals" on the CITY's Buzzsaw website. The Typicals need not be
sealed individually if included in the sealed contract documents.
ASSUMPTIONS
• One review meeting will be held with FW Water and City of Benbrook.
• Three 3 sets of 11"x17" size drawings will be delivered for the 60% Design
package.
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in BIM 360.
• Traffic Control "Typicals"will be utilized.
• The CITY's front end and technical specifications will be used. The ENGINEER
shall supplement the technical specifications if needed.
• ENGINEER shall not proceed with Final Design activities without written
approval by the CITY of the Preliminary Design plans.
DELIVERABLES
• Preliminary Design drawings (60%).
• Estimates of probable construction cost.
• Data Base listing names and addresses of residents and businesses affected by
the project.
City of Fort Worth,Texas
Attachment A
PMO Release Date:08.1.2014
Page 4 of 8
ATTACHMENT A
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90•INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS 1 PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
TASK 16.3. FINAL CONSTRUCTION DOCUMENTS (100 %)
Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as follows:
16.3.1 Following a 60% construction plan review meeting with the CITY,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 an ENGINEER
registered in the State of Texas.
16.3.2 The ENGINEER shall submit a final design estimate of probable construction cost with
the 100% design package. This estimate shall use ONLY standard CITY bid items.
ASSUMPTIONS
• Three 3 sets of 11"x17" size drawings will be delivered 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.
DELIVERABLES
• 100% construction plans.
• Detailed estimates of probable construction costs, including summaries of bid
items and quantities using the CITY's standard bid items and format.
• Original cover Mylar for the signatures of authorized CITY officials.
TASK 16.4. CONSTRUCTION PHASE SERVICES.
The final plans will be constructed by the CITY's on-call contractor. No bid and award will be
included.
ENGINEER will support the construction phase of the project as follows:
16.4.1 Construction Support
• The ENGINEER shall attend three (3) construction coordination meetings.
16.4.2 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 CITY shall provide the following information:
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.
City of Fort Worth,Texas
Attachment A
PMO Release Date:08.1.2014
Page 5 of 8
ATTACHMENT A
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90-INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS I PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
• The ENGINEER shall modify the Final Drawings electronically and 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 placed
on each plan sheet, whether there are any revisions on the sheet or not. Each
sheet shall indicate all changes that apply to that sheet by clouding, numbering,
or other suitable means.
• The following disclaimer shall be included with the Record Drawing stamp:
o These Record Drawings were prepared using the 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, on Mylar for record storage. The ENGINEER may
keep copies of the information provided by the CITY for their files, but all original
red-lined drawings shall be returned to the CITY with the mylars.
• Record Drawings shall also be submitted in Adobe Acrobat PDF format(version
6.0 or higher) and DWF format. There shall be one (1) PDF file and one (1) DWF
file for the TPW 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:
I. 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
II. 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
PDF and DWF files shall be uploaded to the project's Record Drawings folder in BIM360.
ASSUMPTIONS
• Three 3 project site visits for construction coordination
DELIVERABLES
• Record Drawings on Mylar.
City of Fort Worth,Texas
Attachment A
PMO Release Date:08.1.2014
Page 6 of 8
ATTACHMENT A
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90•INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS I PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
TASK 16.5. ENVIRONMENTAL SERVICES
16.5.1 Environmental Evaluation
• Perform a desktop evaluation to confirm no Clean Water Act Section 404
permitting or THC coordination is required.
16.5.2 Prepare Technical Memorandum
• Prepare a technical memorandum outlining the results of the desktop evaluation.
ASSUMPTIONS
• Existing sewer line will be abandoned in place (no Clean Water Act Section 404
triggers)
DELIVERABLES
• PDF copy of the technical memorandum.
ADDITIONAL SERVICES NOT INCLUDED IN THE SCOPE OF SERVICES
CITY and ENGINEER agree that the following services are beyond the Scope of Services
described in the tasks above. However, if requested, ENGINEER can provide these services
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 before the
services are performed. These additional services include the following:
• Bid and Award services.
• Construction services beyond those defined in Task 4.
• Resident project representation (RPR).
• SUE.
• Geotechnical Drilling.
• Services related to the development of the CITY's project financing and budget.
• Performance of materials testing or specialty testing services.
• Services related to damages caused by fire, flood, earthquake, or other acts of
God.
• Services related to warranty claims, enforcement, and inspection after
completion.
• Services related to Survey Construction Staking.
City of Fort Worth,Texas
Attachment A
PMO Release Date:08.1.2014
Page 7 of 8
ATTACHMENT A
DESIGN SERVICES FOR
3RD BARREL PARALLEL SEWER TO TWIN 90•INCH SEWERS,
VILLAGE CREEK BANK ANALYSIS I PLAN DEVELOPMENT
AND PIPELINE EROSION RISK ANALYSIS FOR 5 SITES
CITY PROJECT NO.:103128
• 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.
• Environmental services, including preparation of a Clean Water Act Section 404
Individual Permit or Nationwide Permit Pre-Construction Notification,
Archeological monitoring during construction, or THC coordination.
City of Fort Worth,Texas
Attachment A
PMO Release Date:08.1.2014
Page 8 of 8
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