HomeMy WebLinkAboutContract 56721-A1 (2)CSC No. 56721-A1
AMENDMENT No . 1
TO CITY SECRETARY CONTRACT No. 56721
WHEREAS, the City of Fort Worth (CITY) and Lockwood, Andrews &
Newnam, Inc., (ENGINEER) made and entered into City Secretary Contract
No. 56721, (the CONTRACT) which was authorized by M&C 21-0870 on the 9th
day of November, 2021 in the amount of $1,465,634.00; and
WHEREAS, the CONTRACT involves engineering services for the
following project:
Sycamore Creek Relief Interceptor Main - Phase IVA & IVB; 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 $697,163.00.
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 $z' 3?, "�. 00.
$2,162,797.00
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
Prof Services Agreement Nnendment Template
Revision Date: November 23, 2021 [Sycamore Creek Relief I M - Phase IVA & IVBJ
Page 1 of 2 [CPN 1032881
EXECUTED and EFFECTIVE as of the date subscribed by the City,s
designated Assistant City Manager.
APPROVED:
City of Fort Worth
Dana Burghdoff (Aug 9, 2023 9 CDT)
Dana Burghdoff
Assistant City Manager
DATE: Aug 29, 2023
APPROVAL RECOMMENDED:
HA I'd1 ^
Christopher Haider (Aug 25, 2023 12:29 CDT)
Chris Harder, P.E.
Director, Water Department
LocWoddt Ancirews & Newnam, Inc.
lReeves, P.E
Team
DATE: August 10, 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.
LZ Conlon
Project Manager
APPROVED AS TO FORM AND LEGALITY:
I
Mack (Aug 29, 2023 12:55 CDT)
Douglas W. Black
Senior Assistant City Attorney
an
ag pda
ATTEST:
Jana , 6qa
Jannette S. Goodall
City Secretary
M&C : 23-0660
Date: 08/08/2023
Form 1295: 2023-1044382
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Prof Services Agreement Amendment Template
Revision Date: November 23, 2021 [Sycamore Creek Relief I M — Phase IVA & IVB]
Page 2 of 2 (CPN 1032BBI
DAILY
Andrews
Ln LA Newnam, Inc.
A LEO A DACOMI'nNY
August 08, 2023
City of Fort Worth I Water Department
Attention: Liam Conlon
310 West 10th Street
Fort Worth, Texas 76102-6311
RE: REQUEST FOR CONTRACT AMENDMENT 1
City of Fort Worth Project 103288
Sycamore Creek Collector Parallel Main, Phase IV A and Phase IV B — Project Number 103288
Dear Mr. Conlon:
The following amendment is submitted due to additional engineering services requested by the City of
Fort Worth (City) to realign the proposed Phase IV A interceptor through Cobb Park. The additional
effort rendered requires additional surveying, environmental research, geotechnical testing, SUE
engineering and engineering design for 30%, 60%, 90%, 100% plans and specifications. Also, the new
alignment will require an updated park's conversion for the alignment paralleling the existing sewer
main. The bid phase and construction phase services will be as per the original contract.
• Additional Engineering Services ($697,163) for alignment engineering redesign:
Realignment Engineering Services
Cost ($)
Engineering Design
526,133
Surveying and Easements
72,135
Environmental Investigation
36,950 1
Geotechnical Investigation
22,045
SUE Engineering
39,900 1
Total Cost
697,163
The following presents the project fee summary to date, including this request:
Original Contract $ 1,"�T I$1,465,634.00
Amendment No. 1 $ 697,163
Revised Contract Amount $ 2,132,797 � $2,162,797.00
1300 Summit Avenue • Fort Worth, Texas 76102 • 817.820.0420 • Fax: 817.820.0441 • vAAv.lan-Inc.com
Liam Conlon, Project Manager
City of Fort Worth
August 08, 2023
Page 2
Please review this as a formal request to consider and process Amendment 1 to City Project Number
103288 in the amount of $697,163. Should you require further documentation for this request, please
contact me to support your consideration. Should you have any questions or require additional
information, please contact myself at 817-338-7507.
Respectfully,
Lockwood, Andrews & Newnam, Inc.
A 41�1 4
Greg A. Vaughn, PE,
Project Manager
CC: Tony Sholola, PE (City of Fort Worth)
Attachments: CPN 103288 — Level of Effort (3 Pages)
1300 Summit Avenue • Fort Worth, Texas 76102 • 817.820,0420 • Fax: 817.820.0441 • %wAv.lan-inc.com
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV 6
CITY PROJECT NO.:10328B
ATTACHMENT A
Scope for Enaineerinq Desian Related Services for Water and/or Sanitary Sewer
Improvements
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A
CITY PROJECT NO.: 103288
The scope set forth herein defines the work to be performed by the ENGINEER in
completing the project. Both the CITY and ENGINEER have attempted to clearly define the
work to be performed and address the needs of the Project.
WORK TO BE PERFORMED
Task 1. Design Management
Task 2. Route Analysis and Conceptual Design
Task 3. Preliminary Design
Task 4. Final Design
Task 5. Bid Phase Services (Included in the original contract)
Task 6. Construction Phase Services (Included in the original contract)
Task 7. ROW/Easement Services
Task 8. Survey and Subsurface Utility Engineering Services
Task 9. Plan Submittal Checklists
Project includes:
The design of a 66- to 72-inch parallel relief sanitary sewer interceptor along the
existing Sycamore Creek Sewer Interceptor totaling approximately 11,500 linear feet.
The new interceptor shall connect to the stub -out designed in Sycamore Creek
Sanitary Sewer Relief Interceptor (Phase 3) and end at a point in the south end of
Cobb Park at Old Mansfield Road. Project will connect to a single interceptor that was
previously replaced that exists from the south end of Cobb Park to the north end of
Ellis Ranch Trail. Design includes the following:
o Pipeline design;
o By other than open -cut pipeline design under streets and deep sections;
o Siphon design under Sycamore Creek and other drainages;
o Junction box design for existing pipeline connections
o Route analysis for the new interceptor.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 1 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 103288
TASK 1. DESIGN MANAGEMENT.
ENGINEER shall ensure efficient and effective use of ENGINEER's and CITY's time and
resources.
ENGINEER shall manage change,
o communicate effectively,
■ coordinate internally and externally as needed, and
■ 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.
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 review meetings with the CITY at the end of each design 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.
• Complete Monthly M/WBE Report Form and Final Summary Payment Report Form at
the end of the project
• Coordinate with other agencies and entities as necessary for the design of the
proposed infrastructure, and provide and obtain information needed to prepare the
design.
• With respect to coordination with permitting authorities, ENGINEER shall
communicate with 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.
City of Fort Worth, Texas
Attachment A
PMO Release Dale: 08.1.2014
Page 2 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.:103288
• 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
• 12 MWBE reports will be prepared.
• 4 progress/working meetings with city staff (separate from design/submittal
review meetings as outlined herein
• 12 monthly water department progress reports will be prepared.
• 12 monthly project schedule updates will be prepared.
• CITY will pay all fees associated with obtaining permits identified as necessary
during Conceptual Design.
DELIVERABLES
A. 4 Meeting summaries with action items
B. 12 Monthly invoices
C. 12 Monthly progress reports
D. 1 Baseline design schedule in Microsoft Project
E. 12 Monthly schedule updates with schedule narrative describing any current or
anticipated schedule changes.
F. 12 Monthly MWWBE Report Form and Final Summary Payment Report Form
G. Plan Submittal Checklists (See Task 9)
TASK 2. ROUTE ANALYSIS AND CONCEPTUAL DESIGN (30 PERCENT).
The Route Analysis and Conceptual Design shall be submitted to CITY per the approved
Project Schedule.
The general purpose of the route analysis and conceptual design is for the ENGINEER to
■ Study the project and determine potential conflicts,
• Identify and develop alternatives that enhance the system,
o Present (through the defined deliverables) these alternatives to the CITY
■ Recommend the alternatives that successfully addresses the design problem, and
o 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 Dale: 08.1.2014
Page 3 of 18
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 103200
2.1 Basis of Design & Routing Study
ENGINEER will provide an investigation of feasible routes for the wastewater interceptor for
30 Percent design. Primary objectives of the analysis are to evaluate different routes for a
permanent solution to the parallel relief sewer interceptor considering maintainability, costs
and low impacts to surrounding community.
• Engineer will evaluate up to two (2) alignment options to accommodate the needed
improvements of the Sycamore Creek Parallel Relief Interceptor. The options
presented in a Technical Memorandum (TM) shall be a comparison of alignment,
conflicts, type of construction, length, integration with the existing interceptor,
surrounding community impacts and preliminary opinion of costs.
• Perform field visits as appropriate along each route to determine field conditions
necessary to support analyses.
• Develop conceptual profile and siphon for the two (2) alignments developed. Develop
conceptual exhibits of profiles for cost estimating purposes in the decision matrix.
Identify number of siphons for decision matrix.
• Identify proposed rights -of -way or real estate acquisitions for the route alternatives
using GIS parcel data. A summary indicating right-of-way and easement needs,
and/or other required real estate is necessary to weigh the acquisition impact on the
project schedules. The summary will include the number, location and sizes of parcels
based upon readily available information to allow the City to determine approximate
property values. The report will also indicate if rights -of -way or easements are
adequate for proposed sanitary sewer sizes and if encroachments exist.
• Coordination with stakeholders in cooperation with the CITY. Assume up to total of 3
(three) meetings.
• Develop data for decision matrix that may potentially, but not necessarily, include: (1)
probable opinion of construction cost, (2) permit implications, (3) easement
requirements, (4) utility conflicts, (5) construction duration, (6) traffic impacts, (7)
environmental impacts, (8) hydraulics, (9) topography, and (10) community impacts.
• A draft decision matrix outline will be presented to the CITY for review and comment
prior to finalizing the decision analysis.
• Opinions of probable construction costs will be developed for comparative purposes
between alignment alternatives. Unit costs will be developed for construction items
that are being compared to determine a point allotment for the decision matrix.
Example items may include, but not be limited to: (1) linear feet of open -cut through
open ground, (2) linear feet of open -cut under pavement, (3) linear feet of tunnel, (4)
cost of shallow tunnel shafts, and (5) cost of deep tunnel shafts.
• The decision matrix will be populated and analyzed with findings, pros and cons, and
recommendations documented.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 4 of 119
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.; 103208
• Present recommended alternative to CITY as a Route Analysis package for discussion
and approval in workshop.
2.2. Utility Conflict, Property Research & Preliminary Stakeholder Investigation
• Accumulate and review existing applicable data, criteria, standards, regulations and
other information pertinent to the work described here and necessary to describe the
surface and subsurface conditions and constraints that may affect or be affected by
the alternative alignments, including compliance with Parks, TxDOT, and community
criteria. Such data shall include, but not be limited to: relevant site plans; topographic
maps; geologic maps; floodplain maps; wetlands maps; environmental maps;
endangered species habitat maps; historical and archeological information; land use
and planning maps; property maps; rights -of -way records; aerial photographs;
geotechnical information; hydrogeological records and models; existing wells; record
drawings; existing utilities; applicable Federal, State and County regulations,
guidelines, GIS maps, and correspondence.
• Prepare a conceptual project area map.
• Submit map of area to potential utilities to determine if there are any utility conflicts in
the area. Obtain utility record drawings within the project area and potential
alignments. The utility drawings will be used to (1) identify existing utilities and (2)
assist with the route evaluation.
• Identify preliminary permits and licenses required from governmental agencies, public
or private utilities, City of Ft. Work Parks Department, TXDOT, NPDES, and wetlands,
Summarize coordination efforts necessary for these entities, describe
deficiencies/conflicts and develop a timeline for approvals.
2.3. Data Collection
• In addition to data obtained from the CITY, ENGINEER will research proposed
improvements in conjunction with any other planned future improvements that may
influence the project,
• The ENGINEER will also identify and seek to obtain data for existing conditions that
may impact the project including but not limited to; utilities, agencies (TxDOT and
railroads), City Master Plans, record drawings and property ownership as available
from the Tax Assessor's office.
• The data collection efforts will also include conducting special coordination meetings
with affected property owners and businesses as necessary to develop sewer re-routing
plans.
• The ENGINEER shall visit the project site and obtain the meter numbers and sizes on
all existing meters to be replaced on the project and shall identify existing sample
stations and fire line locations.
2.4. Environmental Corridor Study Investigation
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 5 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 103200
• Analysis will include a limited environmental site assessment for the impact area.
ENGINEER will request an industry standard EDR report with the database of
environmental and historical land use information to help assess and manage
environmental risk. Information will be summarized and used in the construction cost
estimating. Floodplains, Phase 1 ESA, THC, and wetlands will be investigated.
• Environmental investigation will be pursued for the preferred/selected route only.
2.5. Geotechnical Investigations
• ENGINEER shall advise the CITY of test borings and other subsurface investigations
that may be needed for the project. If the CITY determines that such borings or
investigations are needed, then the ENGINEER shall work with the CITY and CITY's
geotechnical consultant to draw up specifications for such testing program. The cost
of such testing will be paid for by the CITY.
2.6. The Conceptual Design Package shall include the following:
• Cover Sheet
• Graphic exhibits and written summary of alternative design concepts considered,
strengths and weaknesses of each, and the rationale for selecting the recommended
design concept.
• Prepare 11x17 preliminary plan and profile sheets for the preferred route, including
conceptual locations of structural manholes, siphons, and junction boxes.
• Proposed phasing of any water and sanitary sewer work that is included in this project
documented in both the project schedule and narrative form.
• Documentation of key design decisions summarizing and compiling principal findings
and conclusions from the route study and preliminary design. The documentation shall
include the following:
• Results of utilities and environmental research
• Route analysis study
• Description of issues that may affect existing system operations.
• Understanding of permit requirements
Documentation of key design decisions
Estimates of probable construction cost.
• ASSUMPTIONS
• 8 Geotechnical borings are expected for this project.
City of Fort Worth, Texas
Attachment A
PMO Release Dale: 08.1.2014
Page 6 of 119
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 103200
• 5 copies of the conceptual design and route analysis package (30% design) will
be delivered. Report shall be letter sized and comb -bound with a clear plastic
cover. Drawings will be 11 "x17" size fold outs bound in the report.
• 1 copy of a strip map will be delivered showing a continuous routing alignment.
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in BIM 360.
• ENGINEER shall prepare the meeting minutes with action items of the Concept
Review meeting and revise the report, if needed.
• Wastewater flow data and diurnal patterns for design years will be given by CITY
based on previous studies.
• Stakeholder coordination will be performed primarily over the phone with no more
than 8 separate personal meetings required.
• CITY GIS data will be available and utilized to develop invert/grade elevations of
the existing Sycamore Creek Sewer Interceptor.
• All analysis, evaluation, and design parameters will only consider standards in
place on the date of execution of this agreement.
• ENGINEER shall not proceed with Preliminary Design activities without obtaining
written approval by the CITY of the Conceptual Design / Route Analysis Package.
• Conceptual plan and profile sheets will not be broken into separate construction
phases.
• For development of OPCC with consideration for inflation, CITY will provide or
approve all inflation rates identified/proposed by ENGINEER.
DELIVERABLES
A. Conceptual Design (30 Percent) plan and profile sheets Package
B. Meeting minutes with action items
C. Route Analysis package
D. GIS files of proposed route
TASK 3. PRELIMINARY DESIGN (60 PERCENT)
Preliminary plans and specifications shall be submitted to CITY per the approved Project
Schedule.
ENGINEER will develop the preliminary design of the infrastructure as follows.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 7 of 1 g
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 10328E
3.1. Environmental Site Assessment
ENGINEER shall complete a Phase I Environmental Site Assessment (ESA) along the
proposed alignment where open cut construction activity is to be utilized.
3.2. 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 48901, 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 Droiect easement lavout sheet(s) with property owner information.
• Overall Droiect 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 sewer layout sheet shall identify the proposed
sewer main improvement/existing sewer mains and all sewer 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— maximum of 10.
• Bearings qiven on all proposed centerlines, or baselines.
• Station eauations relating utilities to paving, when appropriate.
• Plan and profile sheets which show the following: proposed water and/or sanitary
sewer plan/profile and recommended pipe size, fire hydrants, water service lines and
meter boxes, gate valves, isolation valves, manholes, existing meter numbers and
sizes that are to be replaced, existing sample locations, existing fire line 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.
• Tree mitigation plans, including a project layout with tree locations graphically
identified by tree number with appropriate protection, removal, and/or replacement
measures to be utilized defined and listed in tabular form.
• Access management plans, including a project layout sheet with access locations
available for use by the CONTRACTOR graphically identified for their limited use. All
access needed to be obtained by the City shall be identified and submitted or
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 8 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEL( COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.:103200
documented by TM. After acceptance of TM by City, Engineer shall prepare access
acquisition documents, if necessary.
• Bvpass pumping plans, including a project layout sheet with either suggested locations
available for use by the CONTRACTOR for bypass pumping graphically identified or
locations not available for use by the CONTRACTOR graphically identified,
• Erosion control plans, utilizing erosion control measures to be incorporated by the
CONTRACTOR during the preparation of a Storm Water Pollution Prevention Plan
(SWPPP) that is consistent with the Texas Commission on Environmental Quality
Pollutant Discharge Elimination System (TPDES) Permit requirements.
The ENGINEER shall make provisions for reconnecting all identifiable water and/or
wastewater 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 following shall be applicable at all locations where it is necessary to relocate or
reroute the existing private sanitary sewer service line due to the abandonment or
realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish
the ENGINEER with a sample format of how the sewer service line reroute/relocation
should be designed and submitted for construction. During design survey, if a rod can
be inserted through the cleanout to the bottom of the service line, the ENGINEER will
obtain the flow line elevation and design the service line prior to advertising the project
for bid. If the service flow line information cannot be obtained during design survey, the
ENGINEER shall delay the design of the sewer service line until after a Quality Level A
Subsurface Utility Engineering (SUE investigation has been performed). The Level A
SUE will be performed; (1) by the ENGINEER if included in the fee proposal; or (2) by
the CITY prior to bidding if the CITY determines that it is needed for satisfactory
completion of the design; or (3) by the Contractor after the project has been bid, by
means of a bid item to that effect. In all options, the ENGINEER shall propose
appropriate de -hole locations in the project and collect flow line elevation and other
applicable information of the sewer service line. The ENGINEER shall use this
information to provide the design for the sanitary sewer service line to be rerouted or
relocated.
• Provide map showing location of new manhole construction at the end of existing sewer
segments, 90-degree bends, or tee connections. Site survey or specific design plans for
manhole construction is not included as part of the scope. The contract documents shall
specify that it is the Contractor's responsibility to coordinate utility location, etc. manhole
construction.
• The ENGINEER will prepare standard and special detail sheets for water line installation
and sewer rehabilitation or replacement that are not already included in the D-section of
the CITY's specifications. These may include connection details between various parts
of the project, tunneling details, boring and jacking details, waterline relocations, details
unique to the construction of the project, trenchless details, and special service lateral
reconnections.
City of Fort Worth, Texas
Attachment A
PIAO Release Date: 08.1,2014
Page 9 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 103200
3.3. Geotechnical Investigation
Soil investigations, including field and laboratory tests, borings, related engineering
analysis and recommendations for determining soil conditions will be made at no more
than 8 locations. In addition to the above investigations, borings and appropriate field
and laboratory analysis will be made at reasonable intervals along the project
alignment for the Contractor's use in determining soil conditions for preparing bids and
a Trench Safety Plan.
3.4. Opinion of Probable Construction Cost
• ENGINEER will prepare and submit an opinion of probable cost for the Preliminary
Desiqn (60 Percent).
3.5. Specifications
• ENGINEER shall prepare 60% design level specifications that shall include:
• Standard CITY specifications to the extent possible;
• SneciaUproiect specific specifications including by-pass pumpina requirements for
wet weather flow conditions and pumpina shut down.
• Front-end documents provided by the CITY.
• Special specifications
• Bid form.
3.6. Constructability Review
• Prior to the 60 percent review meeting with the CITY, the ENGINEER shall schedule
and attend a project site visit with the CITY Project Manager and Construction
personnel to wall( the project. The ENGINEER shall summarize the CITY's comments
from the field visit and submit this information to the CITY in writing.
3.7. 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, 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 10 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 103288
3.8. 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.
• Develop supplemental traffic control drawings as needed for review and approval by
the Traffic Division of the Transportation and Public Works Department. These
drawings shall be sealed by a professional engineer registered in the State of Texas.
3.9. Stakeholder Coordination
• ENGINEER shall prepare exhibits and attend two (2) public meeting to discuss the
project(s).
• ENGINEER shall coordinate with affected property owners and other appropriate
stakeholders to determine special requirements and/or utility conflicts that need to be
noted in the construction documents.
ASSUMPTIONS
• Two 2 public meeting(s) will be conducted or attended during the preliminary design
phase.
• Eight (8) borings at an average bore depth of 30 (Thirty) feet each will be provided.
• Traffic Control "Typicals" will be utilized to the extent possible. It is assumed an
additional Four (4) project specific traffic control sheets will be developed for _tunneling
under U.S. 287 and for coordination of work along the access roads of U.S. 287.
• Five (5) sets of 11 x17 size plans will be delivered for the Constructability Review.
• Five (5) sets of 11 x17 size plans will be delivered for the Preliminary Design (60%
design).
• Five (5) sets of specifications will be delivered for the Preliminary Design (60%
design).
• 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, No more than 8 project specific
specifications will be developed.
• Five (5). sets of 11 x1 7 size drawings will be delivered for Utility Clearance.
• ENGINEER shall not proceed with Final Design activities without written approval by
the CITY of the Preliminary Design plans.
City of Fort Worth, Texas
Attachment A
PIVO Release Date: 08.1.2014
Page 11 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.: 10328B
DELIVERABLES
A. Preliminary Design drawings and specifications
B. Utility Clearance drawings
C. Traffic Control Plan
D. Storm Water Pollution Prevention Plan
E. Estimates of probable construction cost
F. Data Base listing names and addresses of residents and businesses affected by
the project.
G. Phase 1 Environmental Site Assessment Report(s).
H. Geotechnical Report(s).
I. Exhibits as required for public meetings.
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:
• 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. The Engineer will prepare the iSWM
Construction Plan according to the current CITY iSWM Criteria Manual for Site
Development and Construction which will be incorporated into the SWPPP by the
contractor.
Draft Final plans (90%) and specifications shall be submitted to CITY per the approved
Project Schedule.
• Following a 90% 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 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
• Five (5) sets of 11x17 size drawings and Five (5) sets of 11x17 size drawings
and Five (5) specifications will be delivered for the 90% Design package.
• A DWF file for the 90% Design will be created from design CAD drawings and will be
uploaded to the project folder in BIM 360.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 12 of 10
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.; 103205
Five (5) sets of 22x34 size drawings and Five (5) specifications 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
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. Original cover mylar for the signatures of authorized CITY officials.
TASK 5. BID PHASE SERVICES.
ENGINEER will support the bid phase of the project as follows. (This task will be completed
as previously contracted.)
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.
• 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 sell contract documents and maintain a plan holders list on BIM
360 from documents sold and 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
City of Fort Worth, Texas
Attachment A
PMO Release Dale: 08.1.2014
Page 13 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEI(COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO,: 103288
and requests, in the form of addenda. The ENGINEER shall upload all approved
addenda onto BIM 360 and mail addenda to all plan holders,
• Attend the prebid conference in support of the CITY.
• 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.
• Attend the bid opening in support of the CITY.
• Tabulate and review all bids received for the construction project, assist the CITY in
evaluating bids, and recommend award of the contract. A copy of the Bid Tabulation
and the CFW Data Spreadsheet created utilizing CFW Bidtools only are 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 Final Design Drawings
1) Final Design Drawings shall be submitted in both Adobe Acrobat PDF format
(version 6.0 or higher) format and DWF format. There shall be one (1) PDF file
and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for
the Water plan set. Each PDF 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.
Example: X-12755_org18.pdf
Both PDF and DWF files shall be uploaded to the project's Final Drawing folder in
BIM 360.
City of Fort Worth, Texas
Attachment A
PMO Release Dale: 08.1.2014
Page 14 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO,: 103200
2) 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 narning convention to be used for the DWG files shall be as follows:
I. TPW files shall use the W number as for PDF and DWF files, but shall
include the sheet number in the name — "W-1956—SHT01.dwg", "W-
1956_SHT02.dwg", etc.
ll. 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 only once and in one (1) package/project only and awarded
to one contractor.
• One (1) sets of construction documents will be sold to and made available on
BIM 360 for plan holders and/or given to plan viewing rooms.
• Five (5) sets of 11x17 size and Five (5) sets of 22x34 size drawings
plans and Five (5) specifications (conformed, if applicable) 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 (conformed, if applicable)
TASK 6. CONSTRUCTION PHASE SERVICES (This task will be completed as previously
contracted.)
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 15 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.; 103200
TASK 7. ROW/EASEMENT SERVICES.
ENGINEER will support and perform activities related to ROW and land as outlined below,
per scoping direction and guidance from the CITY's Project Manager.
7.1. Right -of -Way Research
• The ENGINEER shall determine rights -of -way, 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.
7.2. Right-of-Way/Easement Preparation and Submittal.
• The ENGINEER shall prepare documents to be used to obtain right-of-way and
permanent and/or temporary easements required to construct the improvements.
• The ENGINEER shall submit the right-of-way and/or easement documents to CITY PM
for real property acquisition.
• The documentation shall be provided in conformance with the checklists and templates
available on the CITY's BIM 360 site,
7.3. Temporary Right of Entry Preparation and Submittal
• Prior to construction, the ENGINEER shall prepare and submit Temporary Right of Entry
documents for landowners to CITY PM for real property acquisition. It is assumed that
letters will only be required for landowners adjacent to temporary construction
easements or who are directly affected by the project and no easement is required to
enter their property.
• The documentation shall be provided in conformance with the checklists and templates
available on the CITY's BIM 360 site.
7.4. Park Conversion Exhibits
ENGINEER shall prepare exhibits for proposed Park Conversion easements (access
disturbance).
ASSUMPTIONS
• Three (3) Easements or right-of-way documents will be necessary.
• Three (3) Temporary right -of -entry documents will be necessary.
• Four (4) Parks conversion exhibits 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,
City of Fort Worth, Texas
Attachment A
PMO Release Dale: 08.1.2014
Page 16 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEL( COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.; 103288
fences, stakes, etc.). It does not include effort for chain of title research, parent track
research, additional research for easements not included in the TAD, right-of-way
takings, easement vacations and abandonments, right-of-way vacations, and street
closures.
DELIVERABLES
A. Easement exhibits and meets and bounds provided on CITY forms.
B. Temporary Right of Entry Letters
C. Parks Conversion Exhibits
TASK 8. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES.
ENGINEER will provide survey support as follows.
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:
— 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 about each Control Point;
a. 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.
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).
City of Fort Worth, Texas
Attachment A
PMO Release Dale: 08.1.2014
Page 17 of 19
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO.; 103200
— Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same
coordinate system, as the Control.
— No less than two horizontal benchmarks, per line or location.
— Bearings given on all proposed centerlines, or baselines.
— Station equations relating utilities to paving, when appropriate.
8.2. Temporary Right of Entry Preparation and Submittal
Prior to entering property, the ENGINEER shall prepare and submit Temporary
Right of Entry for landowners to CITY PM.
• The documentation shall be provided in conformance with the checklists and
templates available on the CITY's BIM 360 site.
ASSUMPTIONS
• Topographic survey at intersection will include no more than 100 ft. in each
direction.
DELIVERABLES
A. Copies of field survey data and notes signed and sealed by a licensed surveyor.
B. Drawing of the project layout with dimensions and coordinate list.
TASK 9. PLAN SUBMITTAL CHECKLISTS
Engineer shall complete and submit Plan Submittal Checklists in accordance with the
following table:
PLAN SUBMITTAL CHECKLIST REQUIREMENTS
Traffic
Street
Water
Traffic
Attachment "A"
Storm Storm Lights
Water Water (Submit
/Sewer
(Submit
Engineering
9 9
Type (SuSbmitigh All
30% 60% All @
All @
(Submit All
°
@ 30 /o)
30%)
60%)
@ 60%)
Street
Storm Water
City of Fort Worth, Texas
Attachment A
PIVO Release Date: 08.1.2014
Page 18 of 19
X. X
Traffic Traffic Traffic
Control Control Control
30% 60% 90%
Required for all work in City
ROW
X X X
X X X
Water / Sewer
*If included in street project
ATTACHMENT A
DESIGN SERVICES FOR
SYCAMORE CREEK COLLECTOR PARALLEL MAIN, PHASE IV A AND PHASE IV B
CITY PROJECT NO,: 103288
X I X
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
• 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.
• Services related to submitting for permits (i.e., TxDOT, railroad, etc....)
• Services related to additional Subsurface Utility Engineering Levels A, B, C or D
• Services related to Survey Construction Staking
• Services related to acquiring real property including but not limited to easements, right-
of-way, and/or temporary right -of -entries.
• Services to support, prepare, document, bring, defend, or assist in litigation undertaken
or defended by the CITY.
• Performance of miscellaneous and supplemental services related to the project as
requested by the CITY.
City of Fort Worth, Texas
Attachment A
PIAO Release Dale: 08.1.2014
Page 19 of 19
Level Of Effort Task/Hour Breakdown
Design Services
for Sycamore
Creek Relief Interceptor Design - Phase 4A Amendment
City of Fort Worth - Water Department
Labor(hours)
I
I
Expense
I
Total
Task Description
Task No. Principal
Project'
Sr. Project I
Proect I
OT
CADD
I
Total
Admin
Lahor Cost I
Subcanculdnt
Expense
Manager
Engineer
Engineer
SBE
NonSBE
Travel Reproduction
Cost
Ratel
5375
S 1
$2301
57601
SJI
$13 1
31451
5100
J$
11.0 IPIOICCt Manaacment I
9.0
7.0 I
-
T. I
1L0 I
- I
13.0 S
11,000
- $
- I S
- S
2500 S
2.750 $
1 1.1 I,vanag na the Team I
9.0
-
I
I
I
- S
3.000 I s
S
- I$
S
550 I S
605 S
12 (Communications and Revertina I
-
7.0 I
-
7.0 1
12.01
- 1
19.015
8.000 Is
S
- i S
- I S
1,800 1 S
7,980 S
1 12.1 Pre -Design Kickoff Meetinp I
1.01
1,0 1
1
1,0 1 S
1.000 S
S
-15
- I S
200 S
220 S
1 122 Progress Meetings (4) 1
101
I
20 I
I
1
4.01S
1,500 S
I
Is
200 S
220 15
1 123 1prepare Monthly Progress Reports with Schedule (20) I
-
- 1
-
- I
-
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- 15
- I s
• 5
I
500 1 S
550 15
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-
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4,0 I
4.0 1
I
4.0
3,000 I S
- 15
• 15
- 15
500 1 5
550 I S
1 125 (Prepare Monthly MBEISBE Reports (20) I
I
I
8.0 1
1
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2.500 S
I
I S
S
400 1 S
KO I S
1 1.3 1Coordinate with Other Agencies 8 Entities 1
-
- I
- I
I
- I
- I $
- I $
- Is
- 5
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150 15
165 S
20 IROute Analysis +
I
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21 (Route Analysis Concep: Review I
I
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I
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- 15
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- I S
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I 224 (Decumentatlon of Key Deasions
I
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+ 5
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13
I 225 Preliminary Opinion of Probable Cost I
-
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- 15
1 23 (Prepare for, At end, 8 Respond to Review Meeting I
I
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=15
15
I S
s
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L0 1
620 I
23.0
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750.0
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75,S00 1 5
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150 5
1250 S
1,540 S
3.1 DataCollection
t20
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I
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1.0 (
20
8.0
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S. 15
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3.7.3 Coordinate..itlt SnkrJlolders (7 Meednal
32 Cpneeabral Desian Paick-
-
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8.0
26.0 I
1
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6<.0
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1
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1
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- �5
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150 S
750 I S
99' S
321 UpdatelModiN Route Analy515 for 30% Deslan Dr-ings
- I
10.001
8.0 I
24.0 1
40.0 1
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23.000 I S
- 1 5
- S
150 I
250 1 S
440 S
322 Develop Design Concept at�oposed Crossings (up to 4) 1
4.01
20 I
16.0 1
320 1
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- 15
- 5
- 5
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275 5
1 323 lEvaluatien of Contractor Means 6 Methods I
I
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I
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\ 5
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32< (Define Potential System Impacts 1
1X I
20 I
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1.0 1
7.0 I
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20
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4.0 I
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327 (Opinion of Probable Corctruction Cost
-
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2.0 1
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2.0
6.0 1
- I
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3.0 I
96.0 1
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238.0 1
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- I S
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1.0 1
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I 42 PreGminary Dracn Package
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I 42.1 Project Control Sheets
-
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1.01
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100 S
110 S
I 422 Overall Easement Layout Sheets
2.0
1.01
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6.01
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15
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1 42.3 Overall Sanitary Sewer Layout Sheets
1
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1001 S
110 Is
1 42-4 eneral Notes Sheets (Sewer, PACs)
1
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111 I
4,0 1
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1 S
- I s
- I S
150 1 S
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1 425 Plan aid Profile Drawings
1
8.0
8.0 I
60.0 1
80.0 I
80.0
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1.650 IS
1 42.6 1Tunnel Deslan Plans 3 Details
- 1
6.0
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120 1
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14.0
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- I S
- I S
50 I
1001 S
165 Is
1 42-7 (Siphon Design Plans E Details (up to 3)
- I
12.01
120
40.0 1
320
40.0
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23,000 1 S
- I S
- �$
150 15
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715 1 S
I 428 (ruction Box Design (up to 3)
120
8.0 I
320
320 1
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I 42-9 fee Mitipatipn Plan
I
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6,0 I
16.0
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<210 Management Sheets I
- I
20 I
20 I
4.0 1
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4211 oaon Control Plans and Details I
- I
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20 I
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5.500 Is
-Is
- S
- I s
-1 S
- I s
4213IStandard Detais
I
4.0
-
4.01
12-0 1
8.0
- IS
4.500
- I S
- I S
- I s
- I S
- I S
4214 Special Details 1
- 1
6,0 I
4.0 1
16.0
16.0 1
24.0 I
S
15
11.000 S
- S
- I S
- I S
- S
- �5
<3 o[Mnial Engineering I
-
-
2.0 i
20 1
4.0 i
4.0 I
i S
2.000 15
22.045 15
- 1 5
- 1,S
250 S
2<,525 I3
11
4.4 ditianal stakeholder Coordination (1 Mee6ngs) 1
1.0 1
4.0
4.0
4.0
I S
2.500 1 S
S
- S
I
100 1 S
110 S
Task
Sub
Total
13.750 I
3,605 I I
9.980 I
1.220 I
1.721
.0
3.511
2.940
165 ii 1
•II
-I I
- I 1
• 1
77.040
13.000
7,000
6.000
56.990
23.K0
14.775
275
2000
3.000
4.000
3.000
5.500
1.000
7.050
241JM
K,970
137.740
3.110
3.110
2.610 1
3.1651 1
37.650 1
8.165
23.715
21215
6.000
3,500
4.500
5.500
4.500
11.000 I
26.525 I
2.610 1
%Complete Budget Remaining
0% S
13.750
0%J3
3.605
01 5
9.980
0 . S
1220
0°/ S
1.7201
0°.1 S
550
01. S
3.550 I
0./ S
2.940
0%I 5
165
:Div/01 S
0� S
dDNl01 S
-
0
S
0%
S
0°S
I
of s
- I
01.1 S
0%f S
77,040
0• f S
13.000
cr/ S
7.000
/ S
6.000
0•.1 S
56.990
0%I S
23.K0
0% S
14.775
0°/. S
275
0% S
2.000
0% S
3,000
0% S
4,000
01/. S
3.000
D1/ S
5.500
D%I S
1.000
D%1 S
7.050
Q%I S
241,5451
S
K970 I
0 % S
137:7. I
01.1 S
3.1101
0%1 S
3.110
0%IS
2.610
D%I S
3.165
0% S
37,650
0% S
a. 165
0%I S
23.715
01/ S
21215 I
0%1
6.000 I
0%1 S
3,500 I
0%I S
4,500 1
0%I S
5.Soo I
0%J S
4.5001
01. S
11.000
0..I S
26.525
0%1 S
2610
Level Of Effort Task/Hour Breakdown
Design Services for Sycamore Creek Relief Interceptor Design - Phase 4A Amendment
City of Fort Worth - Water Department
ILabor
(hours)
Exppnso
Task Description
Task No.l
Principal
Pro'cct
1
Sr. Pro oct
i I
Pro opt
1
EIT
CADD
I
Total Labor
Admin
Cost
suDeonsultant
hlanagcr
Engineer
Engineer
58E
NonSBE
Rate
5315
32So
$2301
S160
$13
$1451
$100
4.5 Comtructabirity Review
1 0
8.0
16.0
I
-
8
6.000S
- I S5
4.6 Utility Permitting Clearance
1P.1-d
1.0 I
1.0
4.0
6.0 1
18.0
s5.0001S
-1s
- IS
<7 Crossing Coordination d Permitting - NC
- I
-
- I
I
- I S
- IS
- Is
4.8 (Traffic Control Plaits I
20 I
20
4.1
120
16.01
2.01S
6.000 IS
- S
I
S
1 49 (Opinion Probable Construction Cost I
20 1
20
4.0
6.01
- 1
1.0 IDS
3.000 IS
• S
is
1 4.10 IPrepare for, Attend, 5 Respond to Review Meeting -NC
6.0 1
20 I
8.0 1
8.0 1
6.0 I
1.0 1
5.500 is
S
S
1 4.11 lCoordination and Pemurtirg through USACE
-
4.0
20
fi.0
6.0 1
6.0 1
1.D I S
4,500 IS
- S
- S
I5 0 Fwl Dosign (90%) and Final Construction Documents (t00Y.)
1.0
I
38.0 I
28.0 I
90.0
134.0 I
116.0 I
11.0 5
66,S00 I $
S
S
and Subm t Final Draft (90%) 8 Construction (100%)
I
I
I
is
I
5.1 BEre
32.0
26.01
74.0
118.0
108.0
11.0 S
60.000
S
S
I 5.1.1 I90%Final Design Meeting I
I
20 1
8.0 1
I
1.0 I S
2.000 1 S
I s
I s
I 5.12 (Prepare and Submit Final Draft (90%) PS&E I
16.0 I
120 I
40.0 1
60.0 1
60.0 1
20 I S
30,500 is
- I S
- S
5.1.3 (Prepare and Submit Final (100Y) PSBE I
8.0 I
6.0 1
16.0 1
=0)
32.0 I
8A �5
16,000 S
- S
- S
5.1.4 (Engineer Opinion of Probable ConstrueDpn Cost I
-
20 1
20 I
20
20
13
2000,`
- I S
- 5
5.7.5 ITPInI Coordination and Modifications I
- I
4.0 I
6.0 1
16.0 I
16.0 1
16.0
- I S
9.500 I S
- I S
- 9
52 (Prepare for. Attend. 8 Respond to Review Meetings I
1.0
6.0 1
20 1
76.0
16.0 1
BA I
- IS
8,500 IS
• 1 S
- I S
Is.o Bid Phase Services (Sycamore Creek Parallel Interceptor) I
I
I
I S
S
S
I S
I 6.1d Suaoort and Tabulation
- I
- I
-
- I
-
-
- I S
S
- S
- IS
I 6.1.1 Sell Contract Documents I Maintain Plan Holders List
I
I
I
1
S
S
5
S
1 6.12 I end Prebid Conference (Webex)
I
I
I
I
S
S
1 S
I 6.1.3 (Rece ve B tidier Questions and Issue Addenda I
I
I
I
I
_
I
S
S
s
6.1.4 1aTabulate Bids and Recommend Award I
- I
I
- I
- I
- Is
- S
- I S
- S
6.2 (P.repare and Issue Conformed Documents 1
- I
- I
- I
-
S
- S
S
- S
62.1 lPrepare and Issue Conformed Documents
I
- I
I
- I S
- S
- 15
- S
.0 Construction Phase Services
I
S
- $
- S
- S
I 7.1 Qpns (.lion S op
I 7.1.1 6Sten�,p Conferentt
-
_
- I
I
- I
I
I
-
I
- I S
Is
- S
S
- S
S
- S
S
I 7.12 Prepare Is an Attend Public Meeting (2) I
I
I
I
I
15
S
S
S
7.1.3 Support Submittal Reviewand Response I
I
I
I_
I S
S
s
$
1 7.1.4 Maintain Submiral Lop I
I
I
I
I
S
I S
s
I S
7.1.6 Rcapond to contractor Requests for Clarification 1
- I
- I
- I
- I
- I
- I
- 15
-Is
- S
- I S
7.1.7 ISuppor charge Order Review
I S
- 5
- S
- S
7.1.8 (Attend Final Project Walk Through
- I
- I
- I
-
- I
- I S
- S
- S
- I S
72 Prepare and Submit Record Drawings '
-
- I
- 1
- I
-
-
S
- 15
- � S
- is
I8.0 ROv✓(Easemonf Serviar
-
6.0 I
4A
12.0
�k.�I
2i;.0
- S
721ibb S
12450 I S
-
8.1 Rightof-Way Research
-
-
-
4.0
8.0
8,0 I
- S
3.000 S
- $
Is
- S
82 Rightcf-Way/Easement Preparation and Submittal (up to 4)
4.0 I
4.0
4.0
10.0 1
10.0
5
5.500 S
12,450 5
- S
1 8.3 Temporary Right of Entry Submittal (4)
2.0 1
4.0
8.0 1
8.0 1
S
3,500 S
- S
I S
19.0 Survey and Subsurface Utility Engineering Sorviar
-
76.0 I
8.0
32-0
60.0
80.0
- 5
31,500 S
e6.. S
- I S
I 9.1 T000Inhic Survey
-
8.0
4.0
76.0
28.0
32.0 1
- S
14.500 S
46.555 S
- S
I 9.1.1 jopopraphic Survey
4.01
20
8.0
120
24.01
S
8.000 (S
S
5
1 9.1.2 keld VedlyTopographic Survey
4,01
2.01
8.01
16.0
B.OI
S
6,5001
S
S
2 Subsurface Utiliy Encincennc (SUE)
I 1.21
- I
a.0 1
4.0 I
16.0 I
32-0
48.0 I
- S
17,000 I S
39.900 S
- 1 S
I 921 1Level B SUE
I
4.0 1
20 I
8.0
16.0
2d.0 I
S
8,500 I
S
I S
1922 (Level A SUE
4.0
2.0 1
8.0 I
16.0
24.0 1
- 1 s
B 500 1 S
S
I S
10.0 IStream Crossing Services I
I
33.0
40.0
38.0
"It
90.0 I
1.0 1 5
49,000 I S
- 5
- I S
Civil Design (2 aeek cro -ings assumed. 2 adjacent alignments
Iintemal I
I
50.0 I
I
16.500 I S
5
I S
E 10.1 to or=�
8.0
120
120
16.0
S
Evalualion (assumed 2 of the 4 creek crossings will I
102 reawrc oahion w41is)
13.0
12.0
72.0
4.0
10.0
- is
10,000 is
- S
• 15
�SwcNrol
Model Evaluaticns (assumed 4 areas in the Boedplain to be
1
102 rtniaedl
8.0
120
120
520
20.0
- is
17.000 S
- S
- S
1
103 IoodpLlin Pemuding (assumed 2 creek crossings 8 2 Bank I
Snblimticn
4.0 I
4,0
20
120
10.0 I
D I S
5,500 S
I S
S
areas total)
Travel Reproduction
S -IS
S -is
I -Is
s S
-IS I
_Is _1s
Is -IS
so 15
50 I S
50 5
• S
I
s
-I
IS
_ 5
- S
S
S
-s
IS
-IS
-IS
-I$
- S
S
5
-Is
Is
-I$
- S
Is
Is
-1$
IS
S
- S
S
300 1 S
150 S
150 I S
-IS
150 iS
150 I S
- S
ISO is
150 SS
1.500 is
1.500 I S
100 S
500 I
Sao IS
IS
•IS
.Is
S
S
- S
S
S
S
S
_ S
�S
S
5
-Is
-II,s
_3
I
-IS
.IS
-Is
Soo S
500 is
S
S
1.3001 S
1.000 is
spoils
5001 S
300 s
150�5
1so 5
'1S
-IS
Total
Task
Expense
Sub
% Complete Budget Remaining
Cost
Total
- S
6.000
0% $
6.000 I
- Is
5.000
0% 5
5,000 I
-IS
-
0% S
-I
- (5
6,000
0%I S
6.000
3,000 I
0% S
3.000
-is
5.500 I
0% S
5.500
- I s
4,500
4.500
IS
`II
O%JS
1,705
70205 I
70.2051
1.705 S
61.705 I`
0%15
61.7051
6051
2605 I
a- S
2,605
550 is
31.050 I
31.150
550 Is
16.550 1
15
0°el S
16.550
- s
2,000 I
0°o S
2.000
- I S
9,500
0° I s
9,500
- Is
8,Soo
a%I S
a.500
- S
-
9DN/DI S
- S
-
:onrM S
-I
S
0%1 S
I
S
a°i I S
I
S
0°i I S
I
S
0%1 S
I
- S
- 1
�DN/OI S
-
S
I
0°o S
- S
- I
:ON/0! 5
-
_oJs
_
- S
- I
0°°I S
-
S
I
D%IS
s
I
D%Is
S
I
0%IS
_IS
_ 1
p%IS
-
-IS
S
T
- s
-
a% Is
14j" I t
z2K4S
o%I S
550I
0%IS
-I
13.695
19.195 I
0%1 S
19.195 1
15
I
3.500 1
0%1 S
3,500
96.861 Is
128,361 1
0%1 S
128}67
52.476 IS
66976
0%
66.976
7151S
8.715-
0% S
8.715
550 IS
7.050
0%1 S
7,110
44.315 S
61.385
0%I S
67.3
330 S
B..a
0%J S
sas I
1651
8,665
0%f15
8,665I
S
IGS iI
32765
OY.I S
32165 I
Is
165
16.665
0% $
16.6651
I
I
- S
10.000
0% $
10.000
- S
17.000 I
a%I S
17.000
- r S
5,500 I
0% S
5.500
Task No. Task Description
111.0
Additional Parks Coordination
1 11.1
ISARD Meetngs for Park Crossings (3 Parle)
I 112
IPARD Park Exhibit Preparations
1 71.3
IPARD Cobb Park Coordination 0 Meetings)
1 11.4
!PARD Meetings (3 Meetings)
1 11.5
conversion
IProlea ree Survey
1 1 t.6
!Park Conversion Preparato 8 Submittal
I 17.8
IPARD Access Agreements (up to 10 needed)
SUEITOTAL (WfTHOUT ALLOWANCES)
�12-1
12.1
(Allowances
Additional Design Services (As directed by City)
TOTAL
Level Of Effort Task/Hour Breakdown
Design Services for Sycamore
Creek Relief Interceptor Design - Phase 4A Amendment
City of Fort Worth - Water Department
Labor (hour)
I I
Expense
Total
Task
Principal
Project Sr. Project
Manager Engineer I
Project
Engineer
EIT
Total Labor Cost 1
CAD. Admin
Subconsultani
NonSBE
Tnvcl Reproduction
Expense
Cost
Sub
Total
'/. Complete Budget
Renuining
Ratel $315I
S2S0
$2301
S1601
S1fs
st S100 I
SBE
1 20
27
22
I
79
124
I+
7591 3 S 65,175 I S
13.130 S
I
5
350 5
1,000 Is
15.928 S
81,1031
0% S
$1.103
1 1.01
20
2.0
3.0 I
3.0 - S 2.190 IS
- S
- I S
1501 S
- I S
165 S
2.3551 1
0% S
2.355
1
2.01
2.01
8.0 I
32.0
40.0 S 2,360 I S
S
-is
I S
I S
I S
12.3601 1
0% 1 S
12.360
1 :a]
2.01
2.01
6.0 I
8.0
8.0 - is 4.475 1 S
- 5
- I S
50 I S
- I S
55 I S
4,511 1 `
0%15
4.530
0.0
5.0 I
24.0 1
is.
18.0 I S 11.760 1 S
I
- S
- S
1so S
- i S
165 15
11.925
0%1 S
11.9251
20
2.0
120 I
24.0
40.0 - 11,920 15
13.130 S
- 1 5
- 5
1.000 15
15.543 15
27.<63 C
0% S
27,463 1
1 -
9.0
5.0
18.0 I
36.0
40.0 1 20 S 17,1d0 S
- S
-15
- S
- I S
• I s
17,140
0%1 5
17,1<0 1
-
20
4.0
0.0 1
8.0
10.0 1 1.0 I 5.330 I S
- I $
- 1 5
- 5
- I S
- 1 5
5.330 !
0%1 S
5.330 1
j1
I 171
265
203
534
8821
925I 51 Is 484,675 I S
171,030 S
s
1.350 S
12,200 Is
203.0381S
667.163 I
:DIV/01 IS
667,163
I
I s s
s
I s
s
�5
I s
30.000 + 1
I s
30,000
is Is
S
S
-1 s
_ 1
s
30.00o I
I s
30,000
171
265
203
584
8821
925 I 51 � S 484.67.5 I S
171,030 S
- IS
1.3501 S
12,200 I S
203.038 IS
697,1631 I
:ON/01 IS
697.163
Project Stats
I
Description
Water
Sewer
I
Project Summary
Water Line Foomae 1
0
0%
37 -Conceptual Design (30%1
S0.00
590.790
1
Total Hours
2,927
1 Sewer Line Footage
4850
100%
32-Preliminary Design (60%1
50.00
S241.845
I
Total Labor
S
484.675
Tota
4,811
110%
33 - Final Design (100%)
50.00
S183.473
I Top] Expense
S
203.038
ji
42- Negatiations/Easements/Legal Feesl
50.00
S22.695
I
MBE/SBE Subcor...ultant S
171.030
(A)
Total Fees
697.163
51- Preliminary Surveyl
S0.00
S128.361
I
Nan-MBE/SBE Subconsultanf S
-
RSurvey
Feel 5
128.351
85 - Construction Servlces1
S0.00
so
I
10%
Sub Markup S
17.103
(C) Total Fee (-)
Survey Feel S
568.803
!
Subtotal
$0.00
$667.163
!
MBE/SBE Participation
24.5%
Total (w/o Additional Services)l
S867,j63
I
I
Total Project Cost S
697.163 I
Water Fee 0%ofC Sewer Fee 100%ofC
I
To.,"r,Uuding Additional Services)(
5697.163
I
S
I S
568.803
City of Fort Worth, Texas
Mayor and Council Communication
DATE: Tuesday, August 8, 2023 REFERENCE NO.: **M&C 23-0660
LOG NAME: 60SSSCRIPIVABAl-LAN
SUBJECT:
(CD 8) Authorize Execution of Amendment No. 1 to an Engineering Agreement with Lockwood, Andrews &
Newnam, Inc., in the Amount of $697.163.00 to the Sycamore Creek Relief Interceptor Main — Phase IVA &
IVB Project, and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal
Years 2023- 2027 Capital Improvement Program
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize execution of Amendment No. 1 to City Secretary No. 56721 an engineering agreement
with Lockwood, Andrews & Newnam, Inc. in the amount of $697,163.00 for additional services to the
Sycamore Creek Relief Interceptor Main — Phase IVA & IVB project for a revised contract amount of
$2,162,797.00; and
2. Adopt the attached appropriation ordinance adjusting estimated receipts and appropriations in the
Water & Sewer Revenue Bonds Series 2022 Fund by increasing appropriations in the Sycamore
Creek Relief Interceptor Main — Phase IVA & IVB Project (City Project No. 103288) in the amount of
$697,163.00 and decreasing appropriations in the Unspecified —All Funds Project (City Project No.
UNSPEC) by the same amount, to effect a part of Water's contribution to the Fiscal Years 2023-
2027 Capital Improvement Program.
DISCUSSION:
On November 9, 2021, Mayor and Council Communication (M&C) 21-0870, authorized an engineering
agreement with Lockwood, Andrews & Newnam, Inc. (City Secretary Contract No. 56721), in the amount
of $1,465,634.00, for the design of the Sycamore Creek Relief Interceptor Main — Phase IVA & IVB project.
The proposed Amendment will provide for realignment of the Phase IVA interceptor as requested by staff
in order to eliminate the severe depth of the segment of the sewer main and provide for easier
maintainability in the future. The realignment will require the following additional services: engineering
design, survey, easement preparation, environmental investigations, geotechnical investigations, and sub-
surface investigations.
Lockwood, Andrews & Newnam, Inc., proposes to perform the additional services not to exceed fee of
$697,163.00. Staff considers the fee to be fair and reasonable for the scope of services proposed.
It is the practice of the Water Department to appropriate its Capital Improvement Program (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 2023-2027
Capital Improvement Program, as follows:
60SSSCRIPIVABAl-LAN
Capital Budget Revised
Fund Project FY2023 CIP Authority Change FY2023
Name Name Appropriations (Increase/ Budget
Decrease)
W&S 103288 —
Rev Sycamore
Bond Creek
Series Main $0.00 This M&C $697,163.00 $697,163.00
2022 PHIV
Fund A&B
66020 Project
Funding for the Sycamore Creek Relief Interceptor Main - Phase IVA & IVB is depicted below:
Fund
Existing
Additional
�JpjectroTotal*
Appropriations
Appropriations
W&S Rev
Bonds Series
$2,484,734.00
$697,163.00 $3,181,897.00
2022- Fund
56020
Project Total
$2,484,734.00
$697,163.0011$3,181,897.00
Funding is budgeted in the Unspecified -All Funds project within the W&S Rev Bonds Series 2022
Fund for the purpose of funding the Sycamore Creek Main PH IV A&B project.
Business Equity: Lockwood, Andrews & Newnam, Inc. agrees to maintain its initial M/WBE commitment
of 10 percent that it made on the original agreement and extend and maintain that same M/WBE
commitment of 10 percent to this first amendment. Therefore Lockwood, Andrews & Newnam, 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.
This project is located in COUNCIL DISTRICT 8.
FISCAL INFORMATION / CERTIFICATION.:
The Director of Finance certifies that funds are currently available in the Unspecified - All Funds project
within the W&S Rev Bonds Series 2022 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
2022 Fund for the Sycamore Creek Main PHIV A&B project to support the above recommendations and
execution of the amendment. Prior to any expenditure being incurred, the Water Department has the
responsibility to validate the availability of funds.
FUND IDENTIFIERS (FIDs),:
TO
Fund Department ccount Project Programll ctivity Budget Reference # l mount'
- I ID- - - - I- ID- I --I -- -I Year I (Chartfield 2) --- - —
FROM
(Fund Department ccount Project Program ctivity Budget
l I - ID -- �- I ID I ---� --- Year
CERTIFICATIONS:
Submitted for Citv Manager's Office bv: Dana Burghdoff (8018)
Originating Department Head: Chris Harder (5020)
Additional Information Contact: Liam Conlon (6824)
ATTACHMENTS
1. 60SSSCRIPIVAVBA1 - LAN APCF..pdf (CFW Internal)
2. 60SSSCRIPIVAVBA1 - LAN Form 1295.,pdf (CFW Internal)
3. 60SSSCRIPIVAVBA1 - LAN MARpdf (Public)
4. 60SSSCRIPIVAVBA1 - LAN.xlsx (CFW Internal)
5. 60SSSCRIPIVAVBA1 - LAN FID Table_ (2).xlsx (CFW Internal)
6. Entitvinformation-20230715-120152.pdf (CFW Internal)
7. ORD.APP 60SSSCRIPIVABA1-LAN 56020 A0231r2) (1).docx (Public)
8. PBS CPN 103288.pdf (CFW Internal)
Reference # l�mountl
(Chartfield 2)
60SSSCREPIVAVBAI - L4,N FID Table
2
56020
0600430
UNSPEC
2
56020
070D430
14905147
4905147
I 103288
2
56020
0600430
UNSPEC
I`
2
56020
0700430
103288
iFund Dept # Account Project
m
0211 56020 0600430 4905147 1 UNSPEC UNSPEC
1 2 56020 0700430 1 4905147 103288 001430
2023
2023
2023
2023
9999
9999
($697,163.00) Funds are in 0600430
$697,163.00
($697,163.00) 1 Funds are in 0600430
$697,163.001
$697,163.00 Funds are in 0600430
($697,163.00)
1 1 56020 1 0700430 1 5330500 1 103288 1 001430 1 9999 1 1 1 $697,163.00 1 Contract
From:
Black. Doua
To:
Sholola. Tonv; Tidwell. Allison
Cc:
Sauceda, Norma; Williams. Tressa.
Subject:
FW: Sycamore Creek Relief Interceptor Main - Phase IVA & IVB, Amendment No. 1 Revised
Date:
Monday, September 11, 2023 12:05:00 PM
Attachments:
56721-A1 Svcamore Creek Relief Intercentor Main -Phase IVA IVB CPN 103288 (Corrected).odf
Tony —This revised document is acceptable to replace the erroneous document on file.
Thanks,
Doug
Douglas W Black
Senior Assistant City Attorney
200 Texas Street
Fort Worth, Texas 76102
817-392-7615 Direct
682-328-4583 Mobile
Douglas.Blackn.fortworthtexas. gov
City of Fort Worth — Working together to build a strong community.
FORT WO RTH.
RECIPIENTS - PLEASE CO. TN ACT ME PRIOR TORWARnING MESSAGES
DESIGNATED AS ATTORNEY -CLIENT COMMUNICATIONS.
This e-mail and any files transmitted with it are confidential and are intended solely for the use of
the individual or entity to which they are addressed. This communication may contain material
protected by the attorney -client privilege. If you are not the intended recipient or the person
responsible for delivering the e-mail to the intended recipient, be advised that you have received this
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strictly prohibited. If you have received this e-mail in error, please immediately notify Doug Black at
the City of Fort Worth City Attorney's Office (817) 392-7615.
From: Sholola, Tony <Anthony.Sholola@fortworthtexas.gov>
Sent: Saturday, September 9, 2023 10:37 AM
To: Black, Doug <Douglas.Black@fortworthtexas.gov>
Cc: Sauceda, Norma <Norma.Sauceda@fortworthtexas.gov>; Williams, Tressa
<Tressa.Williams@fortworthtexas.gov>
Subject: Sycamore Creek Relief Interceptor Main - Phase IVA & IVB, Amendment No. 1 Revised
Doug:
Please give the okay for the City Secretary's Office to replace the existing CSC 56721 in Laser Fiche
with the revised attached version. As you can see on page 3 of the attachment, the consultant listed
an incorrect original contract amount in his request letter which resulted in an incorrect total fee on
page 1. This revised version rectifies that error.
Thanks