HomeMy WebLinkAboutContract 60910CITY OF FORT WORTH, TEXAS C S C n o • 60910
STANDARD AGREEMENT FOR ENGINEERING RELATED PROFESSIONAL
SERVICES
This AGREEMENT is between the City of Fort Worth, a Texas home -rule municipality
("CITY"), and CP&Y, Inc., dba STV Infrastructure, authorized to do business in Texas,
("ENGINEER"), for a PROJECT generally described as: Water and Sanitary Sewer
Replacement Contract 2022, WSM-1 — Project No. 104481.
Article I
Scope of Services
The Scope of Services is set forth in Attachment A. Negotiated changes to this
Agreement, if any, are included in Attachment C.
Article II
Compensation
The ENGINEER's compensation shall be in the amount up to. $680,207.00 as set
forth in Attachment B. Payment shall be considered full compensation for all labor
(including all benefits, overhead and markups), materials, supplies, and equipment
necessary to complete the Services.
Engineer shall provide monthly invoices to City. The Engineer shall provide the City
sufficient documentation, including but not limited to meeting the requirements set forth in
Attachment D to this AGREEMENT, to reasonably substantiate the invoices.
Payments for services rendered shall be made in accordance with the Texas
Prompt Payment Act (Texas Government Code Ch. 2251).
Acceptance by Engineer of said payment shall release City from all claims or
liabilities under this Agreement for anything related to, performed, or furnished in
connection with the Services for which payment is made, including any act or omission of
City in connection with such Services.
Article III
Term
Time is of the essence. Unless otherwise terminated pursuant to Article VI. D.
herein, this Agreement shall be for a term beginning upon the effective date, as described
below, and shall continue until the expiration of the funds or completion of the subject
matter contemplated herein pursuant to the schedule, whichever occurs first. Unless
specifically otherwise amended, the original term shall not exceed five years from the
original effective date.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 1 of 15 OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Article IV
Obligations of the Engineer
A. General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental thereto.
B. Standard of Care
The ENGINEER shall perform its services:
(1) with the professional skill and care ordinarily provided by competent
engineers practicing under the same or similar circumstances and
professional license; and
(2) as expeditiously as is prudent considering the ordinary professional
skill and care of a competent engineer.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering
work to be performed hereunder. The ENGINEER shall also advise the
CITY concerning the results of same. Such surveys, tests, and
investigations shall be furnished by the CITY, unless otherwise
specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations,
the actual characteristics may vary significantly between successive
test points and sample intervals and at locations other than where
observations, exploration, and investigations have been made.
Because of the inherent uncertainties in subsurface evaluations,
changed or unanticipated underground conditions may occur that could
affect the total PROJECT cost and/or execution. These conditions and
cost/execution effects are not the responsibility of the ENGINEER.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 2 of 15
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in
ink on reproducible mylar sheets and electronic files in .pdf format, or as
otherwise approved by CITY, which shall become the property of the CITY.
CITY may use such drawings in any manner it desires; provided, however,
that the ENGINEER shall not be liable for the use of such drawings for any
project other than the PROJECT described herein.
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on -site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the
CITY and/or the CITY's construction contractors or other entities, and do not
relieve the construction contractors or any other entity of their obligations,
duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction work in
accordance with the contract documents and any health or safety precautions
required by such construction work. The ENGINEER and its personnel have
no authority to exercise any control over any construction contractor or other
entity or their employees in connection with their work or any health or safety
precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the progress
or quality of the completed work on the PROJECT or to determine, in general,
if the work on the PROJECT is being performed in a manner indicating that
the PROJECT, when completed, will be in accordance with the contract
documents, nor shall anything in the contract documents or this
AGREEMENT between CITY and ENGINEER be construed as requiring
ENGINEER to make exhaustive or continuous on -site inspections to discover
latent defects in the work or otherwise check the quality or quantity of the work
on the PROJECT. If the ENGINEER makes on -site observation(s) of a
deviation from the contract documents, the ENGINEER shall inform the CITY.
(3) When professional certification of performance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth
in the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the contract documents.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 3 of 15
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance
with Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation
or maintenance costs; competitive bidding procedures and market
conditions; time or quality of performance by third parties; quality, type,
management, or direction of operating personnel; and other economic
and operational factors that may materially affect the ultimate PROJECT
cost or schedule. Therefore, the ENGINEER makes no warranty that
the CITY's actual PROJECT costs, financial aspects, economic
feasibility, or schedules will not vary from the ENGINEER's opinions,
analyses, projections, or estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations
have been made by the ENGINEER to ascertain that the construction
contractor has completed the work in exact accordance with the contract
documents; that the final work will be acceptable in all respects; that the
ENGINEER has made an examination to ascertain how or for what purpose
the construction contractor has used the moneys paid; that title to any of the
work, materials, or equipment has passed to the CITY free and clear of liens,
claims, security interests, or encumbrances; or that there are no other matters
at issue between the CITY and the construction contractor that affect the
amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others, and may not always represent
the exact location, type of various components, or exact manner in which the
PROJECT was finally constructed. The ENGINEER is not responsible for any
errors or omissions in the information from others that is incorporated into the
record drawings.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 4 of 15
Business Equity Participation
City has goals for the full and equitable participation of minority business
and/or women business enterprises in City contracts greater than
$100,000. In accordance with the City's Business Equity Ordinance No.
25165-10-2021 (replacing Ordinance No. 24534-11-2020, as codified in
Chapter 20, Article X of the City's Code of Ordinances, as amended, and any
relevant policy or guidance documents), the City has goals for the full and
equitable participation of minority business and/or women business
enterprises in City contracts greater than $100,000. Engineer acknowledges
the MBE and WBE goals established for this contract and its execution of this
Agreement is Engineer's written commitment to meet the prescribed MBE and
WBE participation goals. Any misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Engineer
may result in the termination of this Agreement and debarment from
participating in City contracts for a period of time of not less than three (3)
years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of five (5) years
after final payment under this contract, have access to and the right to
examine and photocopy any directly pertinent books, documents, papers and
records of the ENGINEER involving transactions relating to this contract.
ENGINEER agrees that the CITY shall have access during normal working
hours to all necessary ENGINEER facilities and shall be provided adequate
and appropriate work space in order to conduct audits in compliance with the
provisions of this section. The CITY shall give ENGINEER reasonable
advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the CITY
shall, until the expiration of five (5) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that the
CITY shall have access during normal working hours to all subconsultant
facilities, and shall be provided adequate and appropriate work space, in order
to conduct audits in compliance with the provisions of this article together with
subsection (3) hereof. CITY shall give subconsultant reasonable advance
notice of intended audits.
(3) ENGINEER and subconsultant agree to reproduce such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for the
cost of hard copies at the rate published in the Texas Administrative Code in
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 5 of 15
effect as of the time copying is performed.
K. INSURANCE
Engineer shall not commence work under this Agreement until it has
obtained all insurance required under Attachment F and City has approved
such insurance.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant
and not as a subcontractor, agent, or employee of the CITY. The doctrine
of respondent superior shall not apply.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing of
any conflicts of interest that develop subsequent to the signing of this contract
and prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions
of the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the CITY may
request the ENGINEER to assist in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the
ENGINEER should have been aware of at the time this Agreement was
executed, the ENGINEER shall revise plans and specifications, as required,
at its own cost and expense. However, if design changes are required due to
the changes in the permitting authorities' published design criteria and/or
practice standards criteria which are published after the date of this
Agreement which the ENGINEER could not have been reasonably aware of,
the ENGINEER shall notify the CITY of such changes and an adjustment in
compensation will be made through an amendment to this AGREEMENT.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 6 of 15
P. Schedule
ENGINEER shall manage the PROJECT in accordance with the schedule
developed per Attachment D to this AGREEMENT.
Article V
Obligations of the City
A. City -Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for
the ENGINEER's performance of its services. The CITY will perform, at no
cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection
with the ENGINEER's services. The CITY will be responsible for all acts of the
CITY's personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses required
by local, state, or federal authorities; and land, easements, rights -of -way, and
access necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and
other consultants as the CITY deems appropriate; and render in writing
decisions required by the CITY in a timely manner in accordance with the
project schedule prepared in accordance with Attachment D.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or
timing of the ENGINEER's services or of any defect in the work of the
ENGINEER or construction contractors.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 7 of 15
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior
role in the generation, treatment, storage, or disposition of such
materials. In consideration of the associated risks that may give rise to
claims by third parties or employees of City, City hereby releases
ENGINEER from any damage or liability related to the presence of such
materials.
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous substances, contaminants, or asbestos is
a result of ENGINEER's negligence or if ENGINEER brings such
hazardous substance, contaminant or asbestos onto the project.
G. Contractor Indemnification
The CITY agrees to include in all construction contracts the provisions of
Article IV.E. regarding the ENGINEER's Personnel at the construction site,
and provisions providing for contractor indemnification of the CITY and the
ENGINEER for contractor's negligence.
H. Contractor Claims and Third -Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering services
performed. Only the CITY will be the beneficiary of any
undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third -party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third -party beneficiary rights under this Agreement.
(4) Nothing contained in this Section H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 8 of 15
Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required
or requested assistance to support, prepare, document, bring, defend, or
assist in litigation undertaken or defended by the CITY. In the event CITY
requests such services of the ENGINEER, this AGREEMENT shall be
amended or a separate agreement will be negotiated between the parties.
J. Changes
The CITY may make or approve changes within the general Scope of
Services in this AGREEMENT. If such changes affect the ENGINEER's cost
of or time required for performance of the services, an equitable adjustment
will be made through an amendment to this AGREEMENT with appropriate
CITY approval.
Article VI
General Legal Provisions
A. Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon
receipt of a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of
the ENGINEER, whether in hard copy or in electronic form, are instruments
of service for this PROJECT, whether the PROJECT is completed or not.
Reuse, change, or alteration by the CITY or by others acting through or on
behalf of the CITY of any such instruments of service without the written
permission of the ENGINEER will be at the CITY's sole risk. The CITY shall
own the final designs, drawings, specifications and documents.
C. Force Majeure
CITY and ENGINEER shall exercise their best efforts to meet their
respective duties and obligations as set forth in this Agreement, but shall
not be held liable for any delay or omission in performance due to force
majeure or other causes beyond their reasonable control, including, but not
limited to: acts of the public enemy, fires, strikes, lockouts, natural disasters,
epidemics/pandemics, wars, riots, material or labor restrictions by any
governmental authority and/or any other similar causes.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 9 of 15
D. Termination
(1) This AGREEMENT may be terminated
a.) by the City for its convenience upon 30 days' written notice to
ENGINEER.
b.) by either the CITY or the ENGINEER for cause if either party fails
substantially to perform through no fault of the other and the
nonperforming party does not commence correction of such
nonperformance within 5 days' written notice or thereafter fails to
diligently complete the correction.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Reasonable cost of reproduction or electronic storage of partial or
complete studies, plans, specifications or other forms of ENGINEER'S
work product;
b.) The reasonable time requirements for the ENGINEER'S personnel to
document the work underway at the time of the CITY'S termination for
convenience so that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will
submit to the CITY an itemized statement of all projected termination
expenses. The CITY'S approval shall be obtained in writing prior to
proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for
the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule,
commitment and cost of the ENGINEER's personnel and subcontractors, and
ENGINEER's compensation will be made.
F. Indemnification
The ENGINEER shall indemnify or hold harmless the CITY against
liability for any damage committed by the ENGINEER or ENGINEER's
agent, consultant under contract, or another entity over which the
ENGINEER exercises control to the extent that the damage is caused by
or resulting from an act of negligence, intentional tort, intellectual
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 10 of 15
property infringement, or failure to pay a subcontractor or supplier. CITY
is entitled to recover its reasonable attorney's fees in proportion to the
ENGINEER's liability.
G. Assignment
ENGINEER shall not assign all or any part of this AGREEMENT without the
prior written consent of CITY.
H. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT,
its interpretation and performance, and any other claims related to it. The
venue for any litigation related to this AGREEMENT shall be Tarrant County,
Texas.
Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason
to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality,
or unenforceability will not affect any other provision, and this AGREEMENT
shall be construed as if such invalid, illegal, or unenforceable provision had
never been contained herein. Articles V.F., VI.B., VI.D., VI.F., VI.H., and VI.I.
shall survive termination of this AGREEMENT for any cause.
J. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State
laws and regulations and with all City ordinances and regulations which in any
way affect this AGREEMENT and the work hereunder, and shall observe and
comply with all orders, laws ordinances and regulations which may exist or
may be enacted later by governing bodies having jurisdiction or authority for
such enactment. No plea of misunderstanding or ignorance thereof shall be
considered. ENGINEER agrees to defend, indemnify and hold harmless
CITY and all of its officers, agents and employees from and against all
claims or liability arising out of the violation of any such order, law,
ordinance, or regulation, whether it be by itself or its employees.
K. Contract Construction/No Waiver
The parties acknowledge that each Party and, if it so chooses, its counsel,
have reviewed and revised Agreement and that the normal rule of contract
construction, to the effect that any ambiguities are to be resolved against
the drafting party, must not be employed in the interpretation of Agreement
or any amendments or exhibits hereto.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 11 of 15
The failure of CITY or ENGINEER to insist upon the performance of any
term or provision of this Agreement or to exercise any right granted herein
shall not constitute a waiver of CITY's or ENGINEER's respective right to
insist upon appropriate performance or to assert any such right on any
future occasion.
L. Immigration Nationality Act
ENGINEER shall verify the identity and employment eligibility of its
employees who perform work under this Agreement, including completing
the Employment Eligibility Verification Form (1-9). Upon request by CITY,
ENGINEER shall provide CITY with copies of all 1-9 forms and supporting
eligibility documentation for each employee who performs work under this
Agreement. ENGINEER shall adhere to all Federal and State laws as well
as establish appropriate procedures and controls so that no services will be
performed by any ENGINEER employee who is not legally eligible to
perform such services. ENGINEER SHALL INDEMNIFY CITY AND HOLD
CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES
DUE TO VIOLATIONS OF THIS PARAGRAPH BY ENGINEER,
ENGINEER'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR
LICENSEES. CITY, upon written notice to ENGINEER, shall have the right
to immediately terminate this Agreement for violations of this provision by
ENGINEER.
M. Prohibition On Contracts With Companies Boycotting Israel
ENGINEER unless a sole proprietor, acknowledges that in accordance with
Chapter 2271 of the Texas Government Code, if ENGINEER has 10 or
more full time -employees and the contract value is $100,000 or more, the
City is prohibited from entering into a contract with a company for goods or
services unless the contract contains a written verification from the
company that it: (1) does not boycott Israel; and (2) will not boycott Israel
during the term of the contract. The terms "boycott Israel" and "company"
shall have the meanings ascribed to those terms in Section 808.001 of the
Texas Government Code. By signing this contract, ENGINEER certifies
that ENGINEER'S signature provides written verification to the City
that if Chapter 2271, Texas Government Code applies, ENGINEER: (1)
does not boycott Israel; and (2) will not boycott Israel during the term
of the contract.
N. Prohibition on Boycotting Energy Companies
ENGINEER acknowledges that in accordance with Chapter 2274 of the
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 12 of 15
Texas Government Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13,
§ 2), the CITY is prohibited from entering into a contract for goods or
services that has a value of $100,000 or more, which will be paid wholly or
partly from public funds of the City, with a company (with 10 or more full-
time employees) unless the contract contains a written verification from the
company that it: (1) does not boycott energy companies; and (2) will not
boycott energy companies during the term of the contract. The terms
"boycott energy company" and "company" have the meaning ascribed to
those terms by Chapter 2274 of the Texas Government Code (as added by
Acts 2021, 87th Leg., R.S., S.B. 13, § 2). To the extent that Chapter 2274
of the Government Code is applicable to this Agreement, by signing
this Agreement, ENGINEER certifies that ENGINEER's signature
provides written verification to the CITY that ENGINEER: (1) does not
boycott energy companies; and (2) will not boycott energy companies
during the term of this Agreement.
O. Prohibition on Discrimination Against Firearm and Ammunition
Industries
ENGINEER acknowledges that except as otherwise provided by Chapter
2274 of the Texas Government Code (as added by Acts 2021, 87th Leg.,
R.S., S.B. 19, § 1), the CITY is prohibited from entering into a contract for
goods or services that has a value of $100,000 or more which will be paid
wholly or partly from public funds of the City, with a company (with 10 or
more full-time employees) unless the contract contains a written verification
from the company that it: (1) does not have a practice, policy, guidance, or
directive that discriminates against a firearm entity or firearm trade
association; and (2) will not discriminate during the term of the contract
against a firearm entity or firearm trade association. The terms
"discriminate," "firearm entity" and "firearm trade association" have the
meaning ascribed to those terms by Chapter 2274 of the Texas Government
Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). To the extent
that Chapter 2274 of the Government Code is applicable to this
Agreement, by signing this Agreement, ENGINEER certifies that
ENGINEER's signature provides written verification to the CITY that
ENGINEER: (1) does not have a practice, policy, guidance, or directive
that discriminates against a firearm entity or firearm trade association;
and (2) will not discriminate against a firearm entity or firearm trade
association during the term of this Agreement.
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, which supersedes all prior written or oral understandings, and may only be
changed by a written amendment executed by both parties. This AGREEMENT may be
executed in one or more counterparts and each counterpart shall, for all purposes, be
deemed an original, but all such counterparts shall together constitute but one and the
same instrument.
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 13 of 15
The following attachments and schedules are hereby made a part of this AGREEMENT:
Attachment A - Scope of Services
Attachment B - Compensation
Attachment C - Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map
Attachment F — Insurance Requirements
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 14 of 15
Duly executed by each party's designated representative to be effective on the date
subscribed by the City's designated Assistant City Manager.
BY:
CITY OF FORT WORTH
Fernando Costa
Assistant City Manager
Feb 7, 2024
Date:
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ATTEST:
Jannette S. Goodall
City Secretary
APPROVAL RECOMMENDED:
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B Lhristopher Ha r(Feb 2, 202409;13 CST)
Chris Harder, P. E.
Director, Water Department
APPROVED AS TO FORM AND LEGALITY
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By: Douglas Black (Feb 7, 2024 09:48 CST)
Douglas W. Black
Sr. Assistant City Attorney
Contract Compliance Manager:
BY:
ENGINEER
CP&Y, Inc., dba STV Infrastructure
Marisa Vergara, P.E.
Senior Vice President
Date: 1 /31 /2024
Form 1295 No. 2023-1091138
M&C No.: 24-0073
M&C Date: 1/23/2024
By signing, I acknowledge that I am the person responsible for the monitoring and
administration of this contract, including ensuring all performance and reporting
requirements.
Walter Norwood, P.E.
Walter Norwood, P.E.
Project Manager
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
City of Fort Worth, Texas W&SS Repl. Contract 2022, WSM-1
Standard Agreement for Engineering Related Design Services CPN 104481
Revised Date: November 23, 2021
Page 15 of 15
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
ATTACHMENT A
Scope for Engineerinq Design Related Services for Water and/or Sanitary Sewer
Improvements
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2022 WSM-1
CITY PROJECT NO.: 104481
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.
From To Water Install Ea Proposed Proposed Water
Street GI5_I❑ Date Sewer Water Sewer Se�!•er (LFj
(From —Node) (To Node) Size (LFj
Size Size Size
Water Watagua Road
293134
232826
232991
24
1946
24
6
Watagua Road
295914
501543
232826
24
1946
24
12
Watagua Road
293513
501543
5D9279
24
1946
24
125
Watagua Road
284006
509279
=740
24
1946
24
1046
Watagua Road
260244
225740
M713
24
1945
24
545
Watagua Road
253283
=713
=996
24
1946
24
1080
Watagua Road
253200
=996
509028
24
1946
24
534
Watagua Road
253199
50%28
497227
24
1946
24
1424
Watagua Road
253284
497227
=714
24
1946
24
28
1 Wataqua Road
253638
M714
225879
24
1945
24
46
Watagua Road
332644
232827
232802
12
1946
12
12
Watagua Road
329250
232802
501705
12
1946
12
15
Watagua Road
317457
501705
1748%
12
1946
12
4
Watagua Road
321397
1748%
228467
12
1945
12
533
Watagua Road
331917
228467
225950
12
1945
12
632
Watagua Road
331889
=950
172351
12
1946
12
545
Watagua Road
329166
172331
225744
12
1946
12
8
Watagua Road
320310
=744
172970
12
1946
12
1055
Watagua Road
320510
172970
497056
12
1945
12
4
Watagua Road
332645
497056
228714
12
1945
12
14
Watagua Road
332322
22,9714
225814
12
1946
12
8
Watagua Road
3327-4
225814
226009
12
1946
12
302
Watagua Road
332756
226009
499122
12
1946
12
256
Watagua Road
321563
499122
172451
12
1945
12
4
Watagua Road
320963
M986
172451
12
1945
12
23
Watagua Road
330123
539587
225996
12
1946
12
326
Watagua Road
539596
539588
539587
12
2014
12
27
Watagua Road
539595
539589
539588
12
2014
12
5
Watagua Road
539594
539596
539589
12
2014
12
31
Watagua Road
340355
291606
539596
12
1941
11
916
1Wataqua Road
3507500
149566
231606
12
1946
12
595
Watagua Roa [cross connect west of Bluebonnet Drive
33296h
228714
497212
12
1946
12
9
Wataqua Road (cross connect west of Bluebonnet Drive
329972
497212
228996
12
1946
12
5
Sewer Watagua Road [From Cold Springs]
121255
42374
9839
1958 8
8
1 Wataqua Road
121185
42977
42374
1968 8
8
City of Fort Worth, Texas
Attachment A
PMO Release Date: 07.23.2012
Page 1 of 18
M
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
From
Nat Inst Serer
„ed�'
Street
From
To
GIS_IO [Frorr�Nod
To
er all Main
sedgy
Water
Serer
[LF]
e]
[To_Node]
Size Date No.
._
Water Serer
._
._
[LF]
Water Lotus Ave
W Lotus Ave
Watauga Road
329971
497046
225744
8 1946
8
11
322952
497046
225111
8 1946
8
214
Bluebonnet Dr
Golden Rod Ave
Watauga Road
317214
466104
463983
8 1946
8
3-9
320631
231604
266104
8 1946
8
34
332773
499246
231604
8 1946
8
48
291771
499246
221802
8 1946
8
24
280651
221802
148220
8 1946
8
39
1 Lotus Ave
Bluebonnet Dr
East
286097
477777
221802
6 1946
8
44
1 Watauva Ct W
End of Watuga Ct
Watauga Road
332883
226009
497159
4 1978
8
24
3325d
497155
225741
4 1978
8
184
Balsam Street
Lotus Avenue
Watauga Road
340354
497057
225986
4 1978
8
8
332755
499130
497057
4 1978
8
390
Mavleleaf Street
Lotus Avenue
Watauga Road
329951
498987
231606
4 1946
8
6
974512
974510
498987
4 1946
8
163
329970
497180
974510
4 1946
8
219
332904
226090
497180
4 1946
8
29
Bluebnd Avenue
Oakhurst Scenic
D Morning Glory Ave
312037
500973
195609
8 1950
8
18
311967
19569
225743
6 1948
8
351
253310
225743
228864
8 1949
8
14
253010
228864
499128
6 1949
8
9
253286
433128
225352
6 134�
8
14
321521
225952
194243
6 1949
8
618
320780
194243
476587
6 1950
8
477
Cardinal Lane
W Lotus Avenue
Bluebird Avenue
298862
497260
225743
6 1949
8
14
219650
497260
225951
6 1949
8
27
379286
225951
497033
6 1946
8
523
373164
497033
225931
6 1948
8
50
Oakhurst Scenic Dnve7Dani Lane
Lotus Avenue
Daisy Lane
4-12"
1300
Sewer South of Watava Road
Lotus Avenue
west of Oakhurst
551464
37961
55149
1947 L-2964
6
8
233
1
121664
55146�
36320
1947 L-2964
6
8
293
121243
36320
10016
1947 L-2964
6
8
323
Between Watauva Ct W and Baldham
118816
6804
37031
192 � L-179y
6
8
134
Between Baldham and Tawavua Ct E
79014
6856
59088
1927 L-17
6
8
127
1 Between Watavua Ct E and Mavleleaf
66789
5959
55019
1927 L-17 11
6
8
126
Between Mavleleaf and S,lvan Ave
99078
5510
58998
1927 L-179
6
8
126
Between Lotus Ave and Goldenrod
west of Baldham
Mavleleaf
99152
6848
36999
1927 L-1794
6
8
312
103231
369J4
58997
1927 L-1794
6
8
704
Between Bluebird Ave and Bluebonnet
South of Lotus
South
121318
423
32908
1946 L-2897
6
8
307
Cardinal and Bluebird Avenue
82284
37-9
32686
1946 L-285r
6
8
246
82697
32687
32686
1946 L-285
6
8
301
82256
32686
32660
1946 L-2851
6
8
200
Between Cardinal and Bluebird
121151
322
35212
1948 L-3125
6
8
91
121152
25212
32768
1948 L-3125
6
8
48
86961
32768
18726
1948 L-3125
6
8
164
121721
99
18726
1978 L-3126
6
8
160
Between Morn,nv Gfor, and Lotus
86628
3773
32917
1948 L-3127
6
8
157
South of Cardinal
'W Lotus Ave
west of Bluebird
1W54
32626
36278
1949 L-3262
6
8
214
WORK TO BE PERFORMED
Task 1. Design Management
Task 2. Conceptual Design
Task 3. Preliminary Design
Task 4. Final Design
Task 5. Bid Phase Services
Task 6. Construction Phase Services
Task 7. ROW/Easement Services
Task 8. Survey and Subsurface Utility Engineering Services
Task 9. Plan Submittal Checklists
TASK 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, and
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 2 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
■ 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.
• 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
• 15 MWBE reports will be prepared
• 4 meetings with city staff
• 15 monthly water department progress reports will be prepared
• 15 monthly project schedule updates will be prepared
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 3 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
DELIVERABLES
A. Meeting summaries with action items
B. Monthly invoices
C. Monthly progress reports
D. Baseline design schedule
E. Monthly schedule updates with schedule narrative describing any current or
anticipated schedule changes
F. Monthly M/WBE Report Form and Final Summary Payment Report Form
G. Plan Submittal Checklists (See Task 9)
TASK 2. CONCEPTUAL DESIGN (30 PERCENT).
The Conceptual Design shall be submitted to CITY per the approved Project Schedule.
The purpose of the conceptual design is for the ENGINEER to
■ Study the project,
■ Identify and develop alternatives that enhance the system,
■ Present (through the defined deliverables) these alternatives to the CITY
■ Recommend the alternatives that successfully addresses the design problem, and
■ Obtain the CITY's endorsement of this concept.
ENGINEER will develop the conceptual design of the infrastructure as follows.
2.1. Data Collection
• In addition to data obtained from the CITY, ENGINEER will research proposed
improvements in conjunction with any other planned future improvements that
may influence the project.
• The ENGINEER will also identify and seek to obtain data for existing conditions
that may impact the project including but not limited to; utilities, agencies (TxDOT
and railroads), City Master Plans, and property ownership as available from the
Tax Assessor's office.
• The data collection efforts will also include conducting 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.
2.2. Geotechnical Investigations
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 4 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
• 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.
2.3. Fire Line Reconnection
2.4. 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.
• 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.
• Estimates of probable construction cost.
ASSUMPTIONS
• 4 Geotechnical borings are expected for this project.
• 3 copies of the conceptual design package (30% design) will be delivered.
Report shall be letter sized and comb- bound with a clear plastic cover.
Drawings will be 11X17 size fold outs bound in the report
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in BIM 360
• ENGINEER shall prepare the meeting minutes of the Concept Review meeting
and revise the report, if needed.
• ENGINEER shall not proceed with Preliminary Design activities without obtaining
written approval by the CITY of the Conceptual Design Package.
DELIVERABLES
A. Conceptual Design Package
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.
3.1. Development of Preliminary Design Drawings and Specifications shall include the
following:
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 5 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
• Cover Sheet
A Proiect Control Sheet, showing all Control Points, used or set while gathering
data. Generally on a scale of not less than 1:400. The following information shall
be indicated for each Control Point: Identified (existing City Monument #8901, PK
Nail, 5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system,
and a referred bearing base. Z coordinate on City Datum only; descriptive location
(i.e. set in the centerline of the inlet in the South curb line of North Side Drive at the
East end of radius at the Southeast corner of North Side Drive and North Main
Street).
• Overall proiect easement lavout sheet(s) with property owner information.
Overall proiect 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.
• Bench marks per 1,000 ft of plan/profile sheet — two or more.
• Bearinas given 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.
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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 6 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
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 included connection details
between various parts of the project, tunneling details, boring and jacking details,
waterline relocations, details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
3.2. Geotechnical Investigation
Soil investigations, including field and laboratory tests, borings, related
engineering analysis and recommendations for determining soil conditions will be
made. 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.
3.3. 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 walk the project. The ENGINEER shall summarize the
CITY's comments from the field visit and submit this information to the CITY in
writing.
3.4. 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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 7 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
will design CITY facilities to avoid or minimize conflicts with existing utilities, and
where known and possible consider potential future utilities in designs.
• The ENGINEER shall upload individual DWF files for each plan sheet of the
approved preliminary plan set to the designated project folder in BIM 360 for
forwarding to all utility companies which have facilities within the limits of the
project. The DWF files should be created directly from the CAD files as opposed
to PDF files.
3.5. 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.
ASSUMPTIONS
• _0_ public meeting(s) will be conducted or attended during the preliminary design
phase.
• _4_ borings at an average bore depth of _30_ feet each will be provided.
• Traffic Control "Typicals" will be utilized to the extent possible. It is assumed an
additional _0_ project specific traffic control sheets will be developed.
• _3_ sets of _11 "X17"_ size plans will be delivered for the Constructability
Review.
• _3_ sets of _11 "X17"_ size plans will be delivered for the Preliminary Design
(60% design).
• _0_ 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.
• _1_ sets of _11 "X17 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.
• Replacement Water and Sewer lines will be designed within the existing
ROW/Easement they are currently located within. Reroutes of the alignment
outside the existing corridor will result in additional design effort.
DELIVERABLES
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 8 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
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.
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
• _3_ sets of _11X17_ size drawings and _1_ sets of _full_ size drawings and _1_
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.
• 2 sets of full_ size drawings and _2 sets_ of 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.
• [Engineer to provide estimated final sheet list (cover/index, general notes, control point
location, easement layout, SUE plan sheets, no. of plan/profiles, special detail sheets,
etc.)]
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 9 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
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.
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 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 10 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
• 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. Sinqular PDF and DWF files for each sheet of a plan set will not be
accepted. PDF and DWF files shall conform to naming conventions as follows:
I. 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
II. 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.
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 naming convention to be used for the DWG files shall be as follows:
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 11 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
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.
II. Water and Sewer file names shall use the X number as for PDF and
DWF files, but shall include the sheet number in the name — "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 awarded to one contractor.
• _3_ sets of construction documents will be made available on BIM 360 for plan
holders and/or given to plan viewing rooms.
• —3_ sets of _11X17_ size and 1— sets of _full_ size drawings plans and 1 set
— of 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.
ENGINEER will support the construction phase of the project as follows.
6.1 Construction Support
• The ENGINEER shall attend the preconstruction conference.
• After the pre -construction conference, the ENGINEER shall provide project
exhibits and attend public meeting to help explain the proposed project to
residents. The CITY shall select a suitable location and mail the invitation letters
to the affected customers.
• The ENGINEER shall visit the project site at requested intervals as construction
proceeds to observe and report on progress.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 12 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
• As requested by the CITY, the ENGINEER shall provide necessary interpretations
and clarifications of contract documents, review change orders, and make
recommendations as to the acceptability of the work.
The ENGINEER shall attend the "Final' project walk through and assist with preparation of
final punch list
6.2 Record Drawings
• The ENGINEER shall prepare Record Drawings from information provided by
the CITY depicting any changes made to the Final Drawings during construction.
The following information shall be provided by the CITY:
o As -Built Survey
o Red -Line Markups from Contractor
o Red -Line Markups from City Inspector
o Copies of Approved Change Orders
o Approved Substitutions
The ENGINEER shall modify the Final Drawings electronically and shall place a
stamp on the plans indicating that they represent Record Drawings of the project
as constructed. The stamp shall be signed and dated by the ENGINEER and
shall be placed on each plan sheet, whether there are any revisions on the sheet
or not. Each sheet shall clearly indicate all changes which apply to that sheet by
clouding and numbering, or other suitable means.
• The following disclaimer shall be included with the Record Drawing stamp:
o These Record Drawings were prepared using information provided by
others and represent the as constructed conditions to the extent that
documented changes were provided for recording. The ENGINEER
assumes no liability for undocumented changes and certifies only that the
documented changes are accurately depicted on these drawings.
• The ENGINEER shall submit a set of sealed Final Drawings, modified and
stamped as Record Drawings, 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.
2) Record Drawings shall also be submitted in both Adobe Acrobat PDF format
(version 6.0 or higher) format and DWF format. There shall be one (1) PDF file
and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for
the Water plan set. Each PDF and DWF file shall contain all associated sheets
of the particular plan set. Singular PDF and DWF files for each sheet of a
plan set will not be accepted. PDF and DWF files shall conform to naming
conventions as follows:
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 13 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
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
Both PDF and DWF files shall be uploaded to the project's Record Drawings folder
in BIM 360.
ASSUMPTIONS
• 2 RFI's are assumed.
• _2_ Change Orders are assumed
• One copy of full size (22"x34") mylars will be delivered to the CITY.
DELIVERABLES
A. Public meeting exhibits
B. Response to Contractor's Request for Information
C. Review of Change Orders
D. Review of shop drawings
E. Final Punch List items
F. Record Drawings on Mylar
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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 14 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
• 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 land owners 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.
ASSUMPTIONS
• _4_ Easements or right-of-way documents will be necessary.
60 Temporary right -of -entry documents will be necessary.
• Right -of -Way research and mapping includes review of property/right-of-way records
based on current internet based Tarrant Appraisal District (TAD) information available at the
start of the project and available on -ground property information (i.e. iron rods, fences,
stakes, etc.). It does not include effort for chain of title research, parent track research,
additional research for easements not included in the TAD, right-of-way takings, easement
vacations and abandonments, right-of-way vacations, and street closures.
DELIVERABLES
A. Easement exhibits and meets and bounds provided on CITY forms.
B. Temporary Right of Entry Letters
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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 15 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
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)
b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base.
Z coordinate on CITY Datum only.
C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North
Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main
Street).
— 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 bench marks, 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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 16 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
Engineer shall complete and submit Plan Submittal Checklists in accordance with the
following table:
PLAN SUBMITTAL CHECKLIST REQUIREMEN—S
Traffic
Traffic
Traffic
Street
Water
Control
Control
Control
Traffic Storm
"A"
Storm
Lights
/Sewer
Traffic
30%
60%
90%
Attachment Signal Water
Water
(Submit
(Submit
Engineering
Type (Submit All 30%
60%
All @
All @
(Submit All
@ 30%)
30%
60%
@ 60%)
Required for all work
in City
ROW
Street X X
X
X
V
X
X
X
X
Storm Water X
X
X
X
X
Water / Sewer
X
X
X
X
*If included in street project
ASSUMPTIONS
DELIVERABLES
A.
A
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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 17 of 18
ATTACHMENT A
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACMENT CONTRACT 2022, WSM-1
CITY PROJECT NO.: 104481
• Services related to development of the CITY's project financing and/or budget.
• Services related to disputes over pre -qualification, bid protests, bid rejection and
re -bidding of the contract for construction.
• Construction management and inspection services
• Periodic site visits during construction phase
• Design phase public meetings
• 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 Survey Construction Staking
• Services to support, prepare, document, bring, defend, or assist in litigation
undertaken or defended by the CITY.
• Construction Shop drawing review, samples and other submittals submitted by the
contractor.
• Performance of miscellaneous and supplemental services related to the project as
requested by the CITY.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 18 of 18
ATTACHMENT B
COMPENSATION
Design Services for
Water and Sanitary Sewer Replacements Contract 2022, WSM-1
City Project No. 104481
Lump Sum Project
Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $680,207.00 as
summarized in Exhibit B-1 — Engineer Invoice and Section IV — Summary of Total
Project Fees. The total lump sum fee shall be considered full compensation for
the services described in Attachment A, including all labor materials, supplies, and
equipment necessary to deliver the services.
B. The ENGINEER shall be paid monthly payments as described in Section II -
Method of Payment.
Method of Payment
A. Partial payment shall be made to the ENGINEER monthly upon City's approval of
an invoice prepared and submitted by the ENGINEER in the format and including
content as presented in Exhibit B-1, Progress Reports as required in item 111. of
this Attachment B, and Schedule as required in Attachment D to this Agreement.
B. The estimated current physical percent complete as required on the invoice shall
be calculated from the progress schedule as required in Attachment D to this
Standard Agreement and according to the current version of the City of Fort
Worth's Schedule Guidance Document.
C. The cumulative sum of such monthly partial fee payments shall not exceed the
total current project budget including all approved Amendments.
D. Each invoice shall be verified as to its accuracy and compliance with the terms of
this Agreement by an officer of the ENGINEER.
III. Progress Reports
A. The ENGINEER shall prepare and submit to the designated representative of the
Water Department, monthly progress reports and schedules in the format required
by the City.
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 1 of 3
ATTACHMENT B
COMPENSATION
IV. Summary of Total Project Fees
Firm Primary Responsibility
Prime Consultant
CP&Y Inc.dba. STV Project Management/Design
Infrastructure
Proposed MBE/SBE Sub -Consultants
Gorrondona & Associates Survey
HVJ North Texas — Chelliah Geotechnical
Consultants, Inc.
Rios Group SUE
Non-MBE/SBE Consultants
Elk Engineering Associates,
Inc.
Cathodic Protection Design
Project Number & Name
Water and Sanitary Sewer
Replacements Contract 2022, WSM-1
City MWBE Goal = 10%
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 2 of 3
TOTAL
Total Fee
$680,207.00
Fee Amount
$ 518,402.75 76.21 %
$ 108, 216.25 15.91 %
$ 21,718.00 3.19%
$ 20,000.00 2.94%
$ 11,870.00 1.75%
$680,207.00 100%
MWBE Fee MWBE %
$149,934.25 22.04%
Consultant Committed Goal = 22 %
EXHIBIT "B-1"
ENGINEER INVOICE
(Supplement to Attachment B)
Insert required invoice format following this page, including negotiated total budget and
allocations of budgets across work types and work phases.
City of Fort Worth, Texas
Attachment B
Revised Date: 12/9/2022
Page 3 of 3
LIM
Professional Services Invoice Project Manager: IWalterNorwood Summary
Project: Water and Sanitary Sewer Replacements Contract 201
City Project #: 104481 1
City Sec Number: supplier Instructions:
Fill in green cells including Invoice Number, From and To Dates and the included worksheets.
Company Name: CP&Y Inc. dba SRV Infrastructure When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the
Consultant folder within Project's folder.
Supplier's PM: Randy Bush, P.E.
Supplier Invoice #:
Payment Request #:
Service Date:From
Service Date:To
Invoice Date:
email:
Office Address
Telephone:
Fax:
Remit Address:
rand .bush stvinc.com
102 N. Main Street, Suite 801 Fort W
214.589.6961
)rth Texas 76102
Agreement LTD
Agreement Amendment
Amount to Completed Percent ($) Invoiced Current
Remaining
Sheet FID and Work Type Description
Amount Amount
Date Amount Spent Previously Invoice
Balance
Work Type 1 Sewer
$249,359.00
$249,359.00
$249,359.00
Work Type 2 Water
$430,848.00
$430,848.00
$430,848.00
Work Type 3
Work Type 4
Work Type 5
Work Type 6
Totals This Invoice $680,207.00 $680,207.00 $680,207.00
Overall Percentage Spent:
Professional Services Invoice Project Manager: Walter Norwood
Project: Water and Sanitary Sewer Replacements Contra
City Project #: 104481
Work Type Desc: ISewer Supplier Instructions:
FID:
City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Quanities
Purchase Order: When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the
Consultant folder within Project's folder.
Company Name: cP&v Inc. dba SRv Infrastructure
Supplier's PM: Randy Bush, P.E.
Supplier Invoice #:
Payment Request#:
Service Date:From
Service Date:To
Invoice Date:
Pay Items
Description
30 - Design
Totals This Unit
email: randy.bush@slvinc.com
Office Address: 102 N. Main Street, Suite 801 Fort Worth Texas 76102
Telephone: 214.589.6961
Fax:
Remit
Agreement LTD
Agreement Amendment Amendment Amount to Completed Percent ($) Invoiced Current
Amount Number Amount Date Amount Spent Previousld Invoice
$249,359.00 $249,359.00 I 1
$249,359.00
$249,359.00
Overall Percentage Spent:
Remaining
Balance
$249,359.00
$249,359.00
Professional Services Invoice Project Manager: Walter Norwood
Project: Water and Sanitary Sewer Replacements Contra
City Project #: 104481
Work Type Desc: I Water I Supplier Instructions:
FID:
City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Quanities
Purchase Order: When your Invoice is complete, save and close, start Bu=saw and Add your invoice to the
Consultant folder within Project's folder.
Company Name: CP&Y Inc. dba SRV Infrastructure
Supplier's PM: Randy Bush, P.E.
Supplier Invoice #:
Payment Request#:
Service Date:From
Service Date:To
Invoice Date:
Pay Items
30 - Design
Description
Totals This Unit:
email: randy.bush@stvinc.com
Office Address: 102 N. Main Street, Suite 801 Fort Worth Texas 76102
Telephone: 214.589.6961
Fax:
Remit
Agreement LTD
Agreement Amendment Amendment Amount to Completed
Amount Number Amount Date Amount
$430,848.00 $430,848.00
$430,848.00
$430,848.00
Overall Percentage Spent:
Percent ($) Invoiced
Spent Previously
Current Remaining
Invoice Balance
$430,848.00
$430,848.00
EXHIBIT B-2
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Design Services for Water and Sanitary Sewer Replacement Contract 2022. WSM-1
City Project No. 104481
TOTAL PROJECT
Labor hoursl E, nense
Task Description
Task No.
Principal
Project
Project
FIT
CARD
Adminisirative
Total Labor
Bubconsultant
Total Expense
Task Bub Total
Manager
Engineer
Cost
Travel
Reproduction
Cos[
Rate
$280
$190
$160
$130
$100
$80
MWBE Non-MWBE
Prolect Manaaemerd
18
152
12
1;
0
A
$41.6116
$0
$0
$100
SO
$11%
S41.700
:1.0
,A Jvfanwina the Team
0
80
0
0
Q
0
$15200 $
$
$
$
$0
$15200
I 11� OA/OC
I ,.2 % u Icatjr d q hi
18
0
18
6
0
0
0
0
Q
Q
0
0
$8460 $
$
- $
- S
- $
- $
- $
-
$0
$0
$8460
I 12'ryy a�pnRM{Fe pa
0
4
0
Q
0
$1400 $
- $
- $
50 $
-
$50
$1450
I 12{� es nSubm'iHa eview Mee a
I 12. Preoare j3on Jjry�Scohgeess
0
0
16
4
0
8
16
0
Q
Q
0
16
$5120 $
$3320 $
- $
- $
- $
- $
50 $
- $
-
-
$50
$0
$5170
$3320
prepared Ehl Reports with
12;, Schedule
I 12. Preoare Monihlv MBBSBE Reports
0
0
15
is
0
0
0
0
0
Q
15
is
$4050 $
840510' $
$
- $
$
- $
$
- $
-
$0
$0
$4050
84050
12.0 Contactual Desian(30-0ercentl
2
20
9l
261�
34
0
$57,BW
��
$0
$300
$0
$300
$58.160
I 2.1 Data Collection
0
8
32
64
0
0
$14.960 $
- $
- $
300 $
-
$300
$15,260
I 2.2 CCTV Review
0
2
0
1�
0
0
$2.460 $
- $
- $
- $
-
$0
$2.460
I 2.4 Conceptual Desian Package
0
0
0
0
0
0
S
- $
- $
- $
-
$0
I 24Cover Sheet
0
0
0
2
4
0
$660 $
- $
- $
- $
-
$0
$660
I 24j Exhibds and Summary
2
10
ar67
144
30
0
$33,620 $
- $
- $
- $
-
$0
$33,620
I 24 Phasma
0
0
0
0
0
0
$0 $
- $
- $
- $
-
$0
$0
I 241 Construction Estimate
0
0
F
40
0
0
$6.160 $
- $
- $
- $
-
$0
$6.160
13.0 Preliminary Deslan (60 Percent)
13
107
301
646
Of/
60
1211.910
$21.718
315.006
1300
MO
$37.719
$253.628
I 3.1 Preliminary DeemPackaae
0
0
0
0'
0
$
- 8
- $
- $
-
$0
$0
I 311 Cover
0
QJ
1
2
4
0
$820 $
- $
- $
- $
-
$0
$820
I 3 1 2 Prolect Control Sheets / Generel Notes
I 312 Overall Layout
0
0
{
1
2
8
10
16
20
0
0
$3 150 $
$4 130 $
- $
- $
- $
- $
- $
- $
-
-
$0
$3 150
$4 130
I 313 Plan and Plan/Profile Sheets
I 3 1 4 Boston Control Sheets - 6 she
0
0
66
f
180
4
340
24
'0
24
0
0
$119540 $
$6 350 $
- $
- $
- $
- $
300 $
- $
500
-
$800
$0
$120340
$6 350
I 315 Cathodic Protacdon Sheets-4 sheets
0
2
8
Q
0
$2060 $
- $
15.000 $
- $
-
$15000
$17060
I 316 Additional DetaII Sheets-6 sheets
0
4
12
36
42
0
$11 560 $
- $
- $
- $
-
$0
$11 560
317 Tunnel Desian Sheets(hlahwav/n crosslna)
0
8
24
80
80
0
$23760 $
- $
- $
- $
-
$0
$23760
I 318 Specifications
0
6
28
60
Q
60
$18220 $
- $
- $
- $
-
$0
$1a 220
I 319 Construction Estimate
0
4
12
26
Q
0
$6060 $
- $
- $
- $
-
$0
$6060
3.2 Geotechnical lnvestlastlon
0
2
8
0
0
0
$1660 $
21718 $
- $
- $
-
$21718
$23378
I 3.3 ConsiroclabiliN Review
12
4
0
0
Q
0
84120 $
- $
- $
- $
-
$0
$4120
I 3.4 UtIIIN Clearance
0
4
8
32
Q
0
86200 $
- $
200
$200
$6400
I 3.5 Traffic Control Plan
f
4
14
20
24
0
$8 280 $
- $
- $
- $
-
$0
$8 280
14.0 Final Desian
2
d
92
1B'd
311
72
$78.70'6
fu
$0
$300
$1,00'a
$1.366
$80.000
Final Draft (90%) Construction Plans and
4.1 sco, cabons
0
4
56
98
190
36
S44.340 $
$
$
300 $
500
$800
S45.140
I 4.2 Final 1100%) Plans and S-ficabons
2
4
28
68
122
16
$29.720 $
- $
- $
- $
500
$500
$30.220
I 4.3 Construction ESOmales 190°/<and 100°/<I
0
4
8
20
0
0
$4,U() $
- $
- $
- $
-
$0
$4,U()
15.9 Bid Phase
0
17
20
7l
56
14
$22.770
So
$0
$0
$2.000
$2.000
$24.770
1 s., BidSuaoorl
0
6
0
0
6
0
$
I 51 Upload Documentsta Bu--
o
6
0
6
Q
4
$1100 $
- $
- $
- $
-
$0
$1100
Sell Contract Documents and Maintain
5 1 Plan Holders List
0
0
0
0
0
0
$0 $
$
$
$
$0
80
I 51: Issue Addenda
0
6
12
32
8
0
$8020 $
- $
- $
- $
-
$0
$8020
I 51 Attend Bid Opening
0
8
0
8
Q
0
$2 560 $
- $
- $
- $
-
$0
$2 560
51 ! Tabulate Bids antl Recommend Award
0
3
4
12
0
0
$2.170 $
- $
- $
- $
-
$0
$2.770
5.2 Mar Dravdna$
0
0
4
i6
4aa8
10
$8320 $
- $
- $
- $
2000
$2000
$10320
16.0 Construction Phase Services
1�
d
88
]2
0
$28.720
f�
$0
$100
$1,000
$1.1V0
$29.820
I 6.1 Cons!W1ryctiqonp Supnn�a5n 01 Conference
I 61',
0
0
10
4
32
4
52
4
0
0
0
0
$13.780 $
$1.920 $
- $
- $
- $
50 $
-
$0
$50
$13.780
$1,970
I 6 1 AH d p fc M '°
AHend F.,C M1ee1"nor
0
0
0
0
0
0
$0 $
- $
- $
50 $
-
$50
$50
I 6.2 Rewrd Drawnas/As Binh
0
2
8
32
72
0
$13,020 $
- $
- $
- $
1,000
$1.000
$14,020
I7.0 ROWIEasement Services
0
8
16
40
0
0
$9.280
$14.400
$0
$0
SO
$14A00
$23.680
7.1 Riaht-of-Eatry Documents
0
4
8
20
Q
0
$4640 $
4000 $
$
$
84000
$8640
1 7.2 Submittal
0
2
4
8
0
0
S2060 $
6400 $
$
$
S6400
$8460
7.3 Term.- Riaht of EntrV Submittal
0
2
Q
12
Q
0
$2 580 $
4 000 $
- $
- $
-
$4 000
$6 580
18.0 Survey
(f
67
12
21
0
0
$6.10 $108.21d
$20.00'd
$100
fU
$128.316
$134.496
8., Desian Survev and SUE
0
6
12
24
0
0
$6180 $
108216 $
20.0000 $
100 $
-
$128316
$134496
19.0 Permitting
d
67
2/d
i/d
0
0
$11,620
a0
S4AVQ
$0
�
$4.0616
$15.620
9.1 SWPPP
0
2
4
8
0
$2.060 $
- $
- $
- $
-
$0
$2.060
9A NDOT
0
2
8
24
0
$4,780 $
- $
2.000 $
- $
-
$2.000
$6,780
9.5 Railroad
d
1
it
24
0
$4,780 $
- $
2,000 $
- $
-
$2,000
$6,780
Totals
35
344
611
1396
1024
9981
$472,6401 $144,3341
$39,0001
$1,2001
$4,7001
$189,2341
$861,8]4.25
Water Line Footage 1 15,2071 73 9%
Sewer Line Footage 5.371 261%
I Proct SuM" v
I 'eoral Hours
3,608
20.578 100%
I Total
$472,640
Labor
Total
89,234
(A) Total Fee $680,207
I MBE/SBE Subwnsullanf
$144.334
(B) Survey Fee-$108,216
I Non-MBE/SBE Subconsultan(
$39,000
(C\ Total Fee (-\sy�ryy Fee $571,991
I 10% Sub Madcup
$18,333
Water Fee (7d%o1 I:) Sewer Fee 26%of C)
I MBEISBE Particl(�tlon
212%
1 S423,273.00 $148,�1800 1
I Total Project Cost
$680,207.00
Descnpbon
WP Water Sewer
ConceMal Desmn(30%)
31 --4 -4.61500
Preliminary Design (60%1
32 $253,9640) $89,231 0
Final Desan(10%)
33 S42.32700 $14,87200 1
Survev
51 $7,575.00 $100,641001
I
Subtotal
1 $430,84800J $249,35900
Total
$680,207.0
Cdy of Fod Worth, Texas
Attachment B - Level of Effort Supplement
Typical Water and Sewer Replacement
FW WTR Official Release Date: 8 09.2012
Fort Worth 2020E Replacements Water
Engineer's Opinion of
Probable Construction Cost StNV
Name
ILF
ISubtotal OPCC
ITotalOPCC*
Balsam St.
397
$
186,100.00
$
276,888.00
Bluebird Ave.
1,515
$
581,400.00
$
865,028.00
Bluebonnet Dr.
860
$
434,200.00
$
646,020.00
Cardinal Rd.
601
$
343,400.00
$
510,923.00
Lotus Ave.
225
$
101,700.00
$
151,314.00
Mapleleaf St.
417
$
169,600.00
$
252,338.00
Watauga Rd.
4,864
$ 5,247,400.00
$
7,807,267.00
Watauga Cr. W.
209
$
57,700.00
$
85,849.00
Oakhusrt Dr
1,330
$
512,900.00
$
763,112.00
Total 110,4181 $ 7,634,400.00 I $ 11,358,739.00 1
*Includes: 3% Inflation/ Escalation, 35% Contingency, 5%
Mobilization, and 2% Bonds and Insurance
Fort Worth 2020E Replacements Wastewater
Engineer's Opinion of
Probable Construction Cost StNV
Name
ILF
(Subtotal OPCC (Total OPCC*
Bluebird Ave.
301
$161,700.00
$240,584.00
Cardinal Rd.
337
$195,400.00
$290,725.00
Watauga
907
$331,300.00
$492,921.00
GIS 88628
157
$63,800.00
$94,925.00
GIS 79014
127
$62,900.00
$93,587.00
GIS 99078
126
$62,600.00
$93,140.00
GIS 66789
126
$62,600.00
$93,140.00
GIS 118816
134
$120,400.00
$179,137.00
GIS 99152 & 103231
1016
$243,200.00
$361,843.00
GIS 121318
307
$104,000.00
$154,736.00
GIS 73754
214
$90,800.00
$135,097.00
GIS 551464, 121164, & 121243
849
$237,300.00
$353,065.00
Total
146001
$1,498,700.001 $2,582,900.001
*Includes: 3% Inflation/ Escalation,
35% Contingency, 5%
Mobilization, and 2% Bonds and Insurance
ITEM
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Fort Worth 2020B Replacements If
St. - Water Replacement �tN
Engineer's Opinion of Probable Construction Cost
DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
8" R.J. D.I. Water
LF
397
$
244.00 $
8" RJ DI Water Pipe By Bore and Case
LF
0
$
725.00 $
8" RJ DI Water Pipe By Pipe Bursting
LF
0
$
300.00 $
DIP Fittings
TN
1
$
2,500.00 $
Connections to Existing
EA
2
$
5,000.00 $
Pipe Embedment
CY
4
$
50.00 $
Four 7" Flowable Base -High Strength, Fast Set
CY
65
$
230.00 $
Temporary Paving (Hot Mix)
TN
13
$
140.00 $
Reinforced Concrete Paving
CY
34
$
435.00 $
Crushed Rock Temp Paving Base
CY
20
$
70.00 $
Hot Mix Asphalt Concrete Paving
TN
23
$
203.00 $
1" Water Service Short (<25)
EA
3
$
1,950.00 $
1" Water Service Long (>25')
EA
3
$
2,700.00 $
Remove Existing Firehydrants
EA
0
$
503.00 $
Install Firehydrants
EA
1
$
5,666.00 $
6" Gate Valves
EA
1
$
2,058.00 $
Traffic Control
LS
1
$
10,000.00 $
Trench Excavation Safety & Support
LF
397
$
2.00 $
Storm Water Prevention Plan
LS
1
$
5,000.00 $
Construction Surveying And Staking of Prop. Water & WW Maii
LF
397
$
2.00 $
Project Subtotal $
Inflation/Escalation3 (3% of Subtotal) $
Subtotal With Inflation/Escalation $
Contingency (35% of Subtotal With Inflation/Escalation) $
Subtotal With Inflation/Escalation and Contingency $
Mobilization (5%) $
Bonds & Insurance (2%) $
Total4 $
97,000.00
2,500.00
10, 000.00
200.00
15,100.00
1,900.00
15, 000.00
1,400.00
4,600.00
5,900.00
8,100.00
5,700.00
2,100.00
10, 000.00
800.00
5,000.00
800.00
186,100.00
5,583.00
191, 683.00
67,090.00
258,773.00
12, 939.00
5,176.00
276,888.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate per the
Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the cost of labor, materials,
equipment; nor services provided by others, contractor's means and methods of executing the work or of determining prices,
competitive bidding or market conditions, practices or bidding strategies. STV cannot warrant or guarantee that proposals, bids or
actual construction costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs for budgeting
purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee of actual construction costs.
Uncertain market conditions, such as, but not limited to price escalation, force majeure events, developing bidding conditions, etc.
may affect the accuracy of this statement. STV, Inc. is not responsible for any variance from this estimate or actual prices and
conditions obtained.
Fort Worth 2020B Replacements
Bluebird Ave. - Water
Replacement
V
Engineer's Opinion of Probable Construction Cost
AStN
ITEM
NO.
DESCRIPTION
UNITS
QUANTITY
UNIT COST'
TOTAL COST
1
8" R.J. D.I. Water
LF
1515
$
244.00
$
369,800.00
2
8" RJ DI Water Pipe By Bore and Case
LF
0
$
725.00
$
-
3
8" RJ DI Water Pipe By Pipe Bursting
LF
0
$
300.00
$
-
4
DIP Fittings
TN
1
$
2,500.00
$
2,500.00
5
Connections to Existing
EA
3
$
5,000.00
$
15,000.00
6
Pipe Embedment
CY
4
$
50.00
$
300.00
7
Four 7" Flowable Base -High Strength, Fast Set
CY
141
$
230.00
$
32,600.00
8
Temporary Paving (Hot Mix)
TN
28
$
140.00
$
4,000.00
9
Reinforced Concrete Paving
CY
74
$
435.00
$
32,400.00
10
Crushed Rock Temp Paving Base
CY
42
$
70.00
$
3,000.00
11
Hot Mix Asphalt Concrete Paving
TN
86
$
203.00
$
17,600.00
12
Remove Existing Firehydrants
EA
2
$
503.00
$
1,100.00
13
Install Firehydrants
EA
3
$
5,666.00
$
17,000.00
14
6" Gate Valves
EA
3
$
2,058.00
$
6,200.00
15
Standard Mainline Cleanout
EA
1
$
2,363.00
$
2,400.00
16
Trench Excavation Safety & Support
LF
1515
$
2.00
$
3,100.00
17
Storm Water Prevention Plan
LS
1
$
13,000.00
$
13,000.00
18
Construction Surveying & Staking (Water Mains)
LF
1515
$
2.00
$
3,100.00
19
1" Water Service Short (<25)
EA
4
$
1,950.00
$
7,800.00
20
1" Water Service Long (>25')
EA
15
$
2,700.00
$
40,500.00
21
Traffic Control
LS
1
$
10,000.00
$
10,000.00
Project Subtotal $ 581,400.00
Inflation/Escalation3 (3% of Subtotal) $ 17,442.00
Subtotal With Inflation/Escalation $ 598,842.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 209,595.00
Subtotal With Inflation/Escalation and Contingency $ 808,437.00
Mobilization (5%) $ 40,422.00
Bonds & Insurance (2%) $ 16,169.00
Total° $ 865,028.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing
the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV
cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included
in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee
of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force
majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not
responsible for any variance from this estimate or actual prices and conditions obtained.
ITEM
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Fort Worth 2020B Replacements
Bluebird Ave. - Wastewater Replacement `V
Engineer's Opinion of Probable Construction Cost
DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
8" P.V.C. Pressure Rated WW Pipe
LF
301
$
170.00 $
8" HDPE Wastewater Pipe by Pipe Bursting
LF
200
$
130.00 $
8" Wastewater Horizontal Directional Drilling
LF
0
$
200.00 $
Point Repairs for Pipe Bursting
EA
1
$
5,000.00 $
Removal of Existing Manholes
EA
2
$
1,800.00 $
Vacuum Test for Wastewater Manhole
EA
2
$
280.00 $
Television Inspection
LF
301
$
6.00 $
Reconnect Sanitary Laterals
EA
3
$
1,500.00 $
Relocation of Existing Wastewater Service
LS
1
$
8,500.00 $
Bypass Pumping
LS
1
$
7,000.00 $
Wastewater Precast Concrete Manhole, 4' Diameter
EA
2
$
10,250.00 $
Wastewater Access Device
EA
0
$
5,200.00 $
Sanitary Sewer Cleanout
EA
2
$
4,200.00 $
Seeding, Hydromulch
LF
0
$
2.00 $
Trench Excavation Safety & Support
LF
301
$
2.00 $
Hot Mix Asphalt Concrete Paving
TN
11
$
203.00 $
Reinforced Concrete Paving
CY
17
$
435.00 $
Crushed Rock Temp Paving Base
CY
10
$
70.00 $
Pipe Embedment
CY
2
$
50.00 $
Four 7" Flowable Base -High Strength, Fast Set
CY
33
$
230.00 $
Temporary Paving (Hot Mix)
TN
7
$
140.00 $
Fence Replacement
LF
100
$
45.00 $
51,100.00
26,000.00
5,000.00
3,600.00
600.00
1,900.00
4,500.00
8,500.00
7,000.00
20,500.00
8,400.00
700.00
2,400.00
7,600.00
700.00
100.00
7,600.00
1,000.00
4,500.00
Project Subtotal $ 161,700.00
Inflation/Escalation3 (3% of Subtotal) $ 4,851.00
Subtotal With Inflation/Escalation $ 166,551.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 58,293.00
Subtotal With Inflation/Escalation and Contingency $ 224,844.00
Mobilization (5%) $ 11,243.00
Bonds & Insurance (2%) $ 4,497.00
Tota14 $ 240,584.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing
the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV
cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included
in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs
for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee of
actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force majeure
events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not responsible
for any variance from this estimate or actual prices and conditions obtained.
Fob. Worth 2020B Replacements `.
Bluebonnet Dr. -Water Replacement
Engineer's Opinion of Probable Construction Cost
ITEM NO.
DESCRIPTION
UNITS QUANTITY UNIT COST'
TOTAL COST2I
1
8" R.J. D.I. Water Pipe
LF
860
$
244.00
$
209,800.00
2
8" RJ DI Water Pipe By Bore and Case
LF
0
$
725.00
$
-
3
8" RJ DI Water Pipe By Pipe Bursting
LF
0
$
300.00
$
-
4
DIP Fittings
TN
1
$
2,500.00
$
2,500.00
5
Connections to Existing
EA
3
$
5,000.00
$
15,000.00
6
Remove Existing Firehydrants
EA
2
$
503.00
$
1,100.00
7
Install Fire Hydrant
EA
2
$
5,666.00
$
11,400.00
8
6" Gate Valve
EA
4
$
2,058.00
$
8,300.00
9
8" Gate Valve
EA
2
$
4,600.00
$
9,200.00
10
Trench Excavation Safety & Support
LF
860
$
2.00
$
1,800.00
11
Crushed Rock Temp Paving Base
CY
42
$
70.00
$
3,000.00
12
Four "F" Flowable Backfill High Strength and Fast Set
CY
249
$
230.00
$
57,400.00
13
Temporary Paving (Hot or High Performance Mix)
TN
49
$
140.00
$
7,000.00
14
Reinforced Concrete Paving
CY
74
$
435.00
$
32,400.00
15
Hot Mix Asphalt Concrete Paving
TN
86
$
203.00
$
17,600.00
16
Traffic Control
LS
1
$
10,000.00
$
10,000.00
17
Storm Water Pollution Prevention Plan
LS
1
$
10,000.00
$
10,000.00
18
1" Water Service Short (<25)
EA
3
$
1,950.00
$
5,900.00
19
1" Water Service Long (>25)
EA
11
$
2,700.00
$
29,700.00
20
Construction Surveying And Staking of Prop. Water & WW Mains
LF
860
$
2.00
$
1,800.00
21
Pipe Embedment
CY
4
$
50.00
$
300.00
Project Subtotal
$ 434,200.00
Inflation/Escalation3 (3% of Subtotal)
$ 13,026.00
Subtotal With Inflation/Escalation
$ 447,226.00
Contingency (35% of Subtotal With Inflation/Escalation)
$ 156,530.00
Subtotal With Inflation/Escalation and Contingency
$ 603,756.00
Mobilization (5%)
Bonds & Insurance (2%)
$ 30,188.00
$ 12,076.00
Total°
$ 646,020.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate per the Association for
the Advancement of Cost Engineering (AACE). STV has no control over variances in the cost of labor, materials, equipment; nor services
provided by others, contractor's means and methods of executing the work or of determining prices, competitive bidding or market
conditions, practices or bidding strategies. STV cannot warrant or guarantee that proposals, bids or actual construction costs will not vary
from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs for budgeting purposes.
This estimate is limited to the conditions existing at issuance and is not a guarantee of actual construction costs. Uncertain market
conditions, such as, but not limited to price escalation, force majeure events, developing bidding conditions, etc. may affect the accuracy of
this statement. STV, Inc. is not responsible for any variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements .
Cardinal Ln. -Water Replacement
Engineer's Opinion of Probable Construction Cost AStN
ITEM DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST2I
NO.
1
8" R.J. D.I. Water
LF
601
$
244.00 $
2
8" RJ DI Water Pipe By Bore and Case
LF
0
$
725.00 $
3
8" RJ DI Water Pipe By Pipe Bursting
LF
0
$
300.00 $
4
DIP Fittings
TN
1
$
2,500.00 $
5
Connection to Existing
EA
2
$
5,000.00 $
6
Pipe Embedment
CY
7
$
50.00 $
7
Four "F" Flowable Base -High Strength, Fast Set
CY
219
$
230.00 $
8
Temporary Paving (Hot Mix)
TN
43
$
140.00 $
9
Reinforced Concrete Paving
CY
115
$
435.00 $
10
Crushed Rock Temp Paving Base
CY
66
$
70.00 $
11
Hot Mix Asphalt Concrete Paving
TN
76
$
203.00 $
12
Remove Existing Firehydrants
EA
1
$
503.00 $
13
Install Firehydrants
EA
1
$
5,666.00 $
14
6" Gate Valves
EA
1
$
2,058.00 $
8" Gate Valves
EA
2
$
4,600.00 $
15
Trench Excavation Safety & Support
LF
601
$
4.00 $
16
1" Water Service Short (<25)
EA
0
$
1,950.00 $
17
1" Water Service Long (>25')
EA
7
$
2,700.00 $
18
Storm Water Prevention Plan
LS
1
$
7,000.00 $
19
Construction Surveying And Staking of Prop. Water
LF
601
$
2.00 $
20
Traffic Control
LS
1
$
10,000.00 $
146,700.00
2,500.00
10,000.00
400.00
50,400.00
6,100.00
50,000.00
4,600.00
15,400.00
600.00
5,700.00
2,100.00
9,200.00
2,500.00
18,900.00
7,000.00
1,300.00
10,000.00
Subtotal
$
343,400.00
Subtotal)
$
10,302.00
Subtotal With Inflation/Escalation
$
353,702.00
Contingency (35% of Subtotal With Inflation/Escalation)
$
123,796.00
Subtotal With Inflation/Escalation and Contingency
$
477,498.00
Mobilization (5%)
Bonds & Insurance (2%)
$
$
23,875.00
9,550.00
Tota14
$
510,923.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing
the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV
cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included
in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee
of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force
majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not
responsible for any variance from this estimate or actual prices and conditions obtained.
ITEM
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Fort Worth 2020B Replacements .
Cardinal Ln. - Wastewater Replacement
Engineer's Opinion of Probable Construction Cost AStN
DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
8" P.V.C. Pressure Rated WW Pipe LF 337 $ 170.00 $ 57,400.00
8" HDPE Wastewater Pipe by Pipe Bursting LF 371 $ 130.00 $ 48,300.00
8" Wastewater Horizontal Directional Drilling LF 0 $ 200.00 $ -
Point Repairs for Pipe Bursting EA 0 $ 5,000.00 $ -
Removal of Existing Manholes EA 2 $ 1,800.00 $ 3,600.00
Vacuum Test for Wastewater Manhole EA 2 $ 280.00 $ 600.00
Television Inspection LF 709 $ 6.00 $ 4,300.00
Reconnect Sanitary Laterals EA 4 $ 1,500.00 $ 6,000.00
Relocation of Existing Wastewater Service LS 1 $ 8,500.00 $ 8,500.00
Bypass Pumping LS 1 $ 7,000.00 $ 7,000.00
Wastewater Precast Concrete Manhole, 4' Diameter EA 2 $ 10,250.00 $ 20,500.00
Wastewater Access Device EA 0 $ 5,200.00 $ -
Sanitary Sewer Cleanout EA 1 $ 4,200.00 $ 4,200.00
Seeding, Hydromulch LF 337 $ 2.00 $ 700.00
Trench Excavation Safety & Support LF 337 $ 2.00 $ 700.00
Hot Mix Asphalt Concrete Paving TN 19 $ 203.00 $ 4,000.00
Reinforced Concrete Paving CY 17 $ 29.16 $ 600.00
Crushed Rock Temp Paving Base CY 10 $ 16.66 $ 200.00
Pipe Embedment CY 3 $ 50.00 $ 200.00
Four "F" Flowable Base -High Strength, Fast Set CY 56 $ 230.00 $ 12,800.00
Temporary Paving (Hot Mix) TN 49 $ 11.00 $ 600.00
Fence Replacement LF 337 $ 45.00 $ 15,200.00
Project Subtotal $ 195,400.00
Inflation/Escalation3 (3% of Subtotal) $ 5,862.00
Subtotal With Inflation/Escalation $ 201,262.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 70,442.00
Subtotal With Inflation/Escalation and Contingency $ 271,704.00
Mobilization (5%) $ 13,586.00
Bonds & Insurance (2%) $ 5,435.00
Tota14 $ 290,725.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing
the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV
cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included
in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs
for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee of
actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force majeure
events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not responsible
for any variance from this estimate or actual prices and conditions obtained.
ITEM
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Fort Worth 2020B Replacements
Oakhurst Scenic Dr - Water Replacement V
Engineer's Opinion of Probable Construction Cost AStN
DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
Construction Surveying And Staking of Prop. Water & WW Mains
LF
1330
$
2.00 $
12" P.V.C. Water Pipe
LF
1330
$
237.00 $
DIP Fittings
TN
1
$
2,500.00 $
Remove Firehydrant
EA
0
$
503.00 $
Install Firehydrant
EA
3
$
5,666.00 $
6" Gate Valve
EA
3
$
2,058.00 $
12" Gate Valve
EA
3
$
5,000.00 $
Trench Excavation Safety & Support
LF
1330
$
4.00 $
Pipe Embedment
CY
7
$
50.00 $
Four 7" Flowable Backfill High Strength and Fast Set
CY
219
$
227.00 $
Temporary Paving (Hot or High Performance Mix)
TN
43
$
150.00 $
Concrete Pavement Restoration
CY
115
$
435.00 $
Asphalt Pavement Restoration
TN
76
$
203.00 $
Storm Water Pollution Prevention Plan
LS
1
$
10,000.00 $
Construction Surveying & Staking (Water & WW Mains)
LF
1330
$
2.00 $
1" Water Service Short (<25)
EA
2
$
2,000.00 $
1" Water Service Long (>25)
EA
0
$
3,233.00 $
Traffic Control
LS
1
$
10,000.00 $
Project Subtotal $
Inflation/Escalation3 (3% of Subtotal) $
Subtotal With Inflation/Escalation $
Contingency (35% of Subtotal With Inflation/Escalation) $
Subtotal With Inflation/Escalation and Contingency $
Mobilization (5%) $
Bonds & Insurance (2%) $
Total4 $
2,700.00
315, 300.00
2,500.00
17,000.00
6,200.00
15,000.00
5,400.00
400.00
49,700.00
6,600.00
50,000.00
15,400.00
10,000.00
2,700.00
4,000.00
10,000.00
512,900.00
15,387.00
528,287.00
184,901.00
713,188.00
35,660.00
14,264.00
763,112.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate per the
Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the cost of labor, materials,
equipment; nor services provided by others, contractor's means and methods of executing the work or of determining prices,
competitive bidding or market conditions, practices or bidding strategies. STV cannot warrant or guarantee that proposals, bids or
actual construction costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs for budgeting
purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee of actual construction costs.
Uncertain market conditions, such as, but not limited to price escalation, force majeure events, developing bidding conditions,
etc. may affect the accuracy of this statement. STV, Inc. is not responsible for any variance from this estimate or actual prices
and conditions obtained.
Fort Worth 2020B Replacements
W. Lotus Ave. - Water Replacement StN
V
Engineer's Opinion of Probable Construction Cost
ITEM DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
NO.
1
8" RJ DI Water Pipe
LF
225
$
244.00 $
2
8" RJ DI Water Pipe By Bore and Case
LF
0
$
725.00 $
3
8" RJ DI Water Pipe By Pipe Bursting
LF
0
$
300.00 $
4
DIP
TN
1
$
2,500.00 $
5
Connection to Existing
EA
2
$
5,000.00 $
6
Pipe Embedment
CY
1
$
50.00 $
7
Four "F" Flowable Base -High Strength, Fast Set
CY
37
$
230.00 $
8
Temporary Paving (Hot Mix)
TN
7
$
140.00 $
9
Reinforced Concrete Paving
CY
19
$
435.00 $
10
Crushed Rock Temp Paving Base
CY
11
$
70.00 $
11
Hot Mix Asphalt Concrete Paving
TN
13
$
203.00 $
12
Remove Existing Firehydrant
EA
1
$
503.00 $
13
Install Firehydrant
EA
1.0
$
5,666.00 $
14
6" Gate Valves
EA
1.0
$
2,058.00 $
15
Trench Excavation Safety & Support
LF
224.8
$
4.00 $
16
1" Water Service Short (<25)
EA
0.0
$
1,950.00 $
17
1" Water Service Long (>25')
EA
1.0
$
2,700.00 $
18
Storm Water Prevention Plan
LS
0.0
$
5,000.00 $
19
Construction Surveying & Staking (Water Mains)
LF
225
$
2.00 $
20
Traffic Control
LS
1
$
10,000.00 $
54,900.00
2,500.00
10,000.00
100.00
8,600.00
1,100.00
8,500.00
800.00
2,700.00
600.00
5,700.00
2,100.00
900.00
2,700.00
500.00
10,000.00
Project Subtotal
$
101,700.00
Inflation/Escalation3 (3% of Subtotal)
$
3,051.00
Subtotal With Inflation/Escalation
$
104,751.00
Contingency (35% of Subtotal With Inflation/Escalation)
$
36,663.00
Subtotal With Inflation/Escalation and Contingency
$
141,414.00
Mobilization (5%)
Bonds & Insurance (2%)
$
$
7,071.00
2,829.00
Tota14
$
151,314.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4
Estimate per the Association for the Advancement of Cost Engineering (AACE). STV has no control over
variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means and
methods of executing the work or of determining prices, competitive bidding or market conditions, practices
or bidding strategies. STV cannot warrant or guarantee that proposals, bids or actual construction costs will
not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a
guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to price
escalation, force majeure events, developing bidding conditions, etc. may affect the accuracy of this
statement. STV, Inc. is not responsible for any variance from this estimate or actual prices and conditions
obtained.
Fort Worth 2020B Replacements
Mapleleaf St. -Water Replacement StN
V
Engineer's Opinion of Probable Construction Cost
ITEM DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
NO.
1
8" R.J. D.I. Water
LF
417
$
244.00 $
2
8" RJ DI Water Pipe By Bore and Case
LF
0
$
725.00 $
3
8" RJ DI Water Pipe By Pipe Bursting
LF
0
$
300.00 $
4
D.I.P. Fittings
TN
1
$
2,500.00 $
5
Connection to Existing
EA
2
$
5,000.00 $
6
Pipe Embedment
CY
4
$
50.00 $
7
Four "F" Flowable Base -High Strength, Fast Set
CY
69
$
230.00 $
8
Temporary Paving (Hot Mix)
TN
14
$
140.00 $
9
Reinforced Concrete Paving
CY
36
$
435.00 $
10
Crushed Rock Temp Paving Base
CY
21
$
70.00 $
11
Hot Mix Asphalt Concrete Paving
TN
24
$
203.00 $
12
Remove Existing Firehydrant
EA
1
$
503.00 $
13
Install Firehydrant
EA
1
$
5,666.00 $
14
6" Gate Valves
EA
1
$
2,058.00 $
15
Trench Excavation Safety & Support
LF
417
$
4.00 $
16
1" Water Service Short (<25)
EA
2
$
1,950.00 $
17
1" Water Service Long (>25')
EA
0
$
2,700.00 $
18
Storm Water Prevention Plan
LS
0
$
5,000.00 $
19
Construction Surveying & Staking (Water Mains)
LF
417
$
2.00 $
20
Traffic Control
LS
1
$ 10,000.00 $
101,900.00
2,500.00
10,000.00
300.00
15,900.00
2,000.00
15,700.00
1,500.00
4,900.00
600.00
5,700.00
2,100.00
1,700.00
3,900.00
900.00
10,000.00
Project Subtotal
$
169,600.00
Inflation/Escalation3 (3% of Subtotal)
$
5,088.00
Subtotal With Inflation/Escalation
$
174,688.00
Contingency (35% of Subtotal With Inflation/Escalation)
$
61,141.00
Subtotal With Inflation/Escalation and Contingency
$
235,829.00
Mobilization (5%)
Bonds & Insurance (2%)
$
$
11,792.00
4,717.00
Tota14
$
252,338.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4
Estimate per the Association for the Advancement of Cost Engineering (AACE). STV has no control over
variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means and
methods of executing the work or of determining prices, competitive bidding or market conditions, practices or
bidding strategies. STV cannot warrant or guarantee that proposals, bids or actual construction costs will not
vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a
guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to price
escalation, force majeure events, developing bidding conditions, etc. may affect the accuracy of this
statement. STV, Inc. is not responsible for any variance from this estimate or actual prices and conditions
obtained.
Fort Worth 2020B Replacements
Watauga Rd. - 12" Water and 24" Water
Engineer's Opinion of Probable Construction Cost
ITEM NO. DESCRIPTION
1 12" P.V.C. Water Pipe
2 24" D.I. Water Pipe
3 24" DIP Restrained Joint Water Carrier Pipe (Pressure Class 200) Installed in Casing
4 42" Steel Casing w/Minimum Wall Thickness of 0.625" By Other Than Open Cut
5 Cathodic Protection
6 DIP Fittings
7 Remove Existing Firehydrants
8 Install Fire Hydrant
9 2" Combination Air Valve
10 6" Gate Valve
11 12" Gate Valve
12 24" Gate Valve
13 8" Blow Off
14 Connect to Existing 24"
15 Connect to Existing 12"
16 Connect to Existing 8"
17 Trench Excavation Safety & Support
18 Pipe Embedment
19 Four "F" Flowable Backfill High Strength and Fast Set
20 Hot Mix Asphalt Concrete Paving
21 1" Water Service Short (<25)
22 1" Water Service Long (>25')
23 Exploratory Excavation of Existing Utilities
24 Traffic Control
25 Storm Water Pollution Prevention Plan
26 Construction Surveying & Staking (Water Mains)
UNITS QUANTITY UNIT COST' TOTAL COST
LF 4820 $ 237.00 $ 1,142,300.00
LF 4864 $ 575.00 $ 2,797,000.00
LF 200 $ 300.00 $ 60,000.00
LF 200 $ 1,300.00 $ 260,000.00
LS 1 $ 100,000.00 $ 100,000.00
TN 5 $ 2,500.00 $ 12,500.00
EA 5 $ 503.00 $ 2,600.00
EA 5 $ 5,666.00 $ 28,400.00
EA 1 $ 19,000.00 $ 19,000.00
EA 5 $ 2,058.00 $ 10,300.00
EA 5 $ 5,000.00 $ 25,000.00
EA 2 $ 43,500.00 $ 87,000.00
EA 1 $ 12,000.00 $ 12,000.00
EA 2 $ 20,000.00 $ 40,000.00
EA 1 $ 8,000.00 $ 8,000.00
EA 8 $ 6,500.00 $ 52,000.00
LF 9684 $ 4.00 $ 38,800.00
CY 98 $ 50.00 $ 4,900.00
CY 1772 $ 230.00 $ 407,600.00
TN 288 $ 203.00 $ 58,600.00
EA 9 $ 1,950.00 $ 17,600.00
EA 0 $ 2,700.00 $ -
EA 8 $ 2,000.00 $ 16,000.00
LS 1 $ 25,000.00 $ 25,000.00
LS 1 $ 13,000.00 $ 13,000.00
LF 4864 $ 2.00 $ 9,800.00
Project Subtotal $ 5,247,400.00
Inflation/Escalation3 (3% of Subtotal) $ 157,422.00
Subtotal With Inflation/Escalation $ 5,404,822.60
Contingency (35% of Subtotal With Inflation/Escalation) $ 1,891,688.00
Subtotal With Inflation/Escalation and Contingency $ 7,296,510.00
Mobilization (5%) $ 364,826.00
Bonds & Insurance (2%) $ 145,931.00
Total° $ 7,807,267.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate per the Association for the Advancement
of Cost Engineering (AACE). STV has no control over variances in the cost of labor, materials, equipment; nor services provided by others, contractor's
means and methods of executing the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV cannot
warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs for budgeting purposes. This estimate
is limited to the conditions existing at issuance and is not a guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to
price escalation, force majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not responsible for any
variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
Watauga Rd. - 8" Wastewater Replacement `V
Engineer's Opinion of Probable Construction Cost
15
ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
1
8" P.V.C. Pressure Rated WW Pipe
LF
907
$
170.00
$
154,200.00
2
8" HDPE Wastewater Pipe by Pipe Bursting
LF
200
$
130.00
$
26,000.00
3
8" Wastewater Horizontal Directional Drilling
LF
0
$
200.00
$
-
4
Point Repairs for Pipe Bursting
EA
0
$
5,000.00
$
-
5
Removal of Existing Manholes
EA
3
$
1,800.00
$
5,400.00
6
Vacuum Test for Wastewater Manhole
EA
3
$
280.00
$
900.00
7
Television Inspection
LF
1107
$
2.00
$
2,300.00
8
Reconnect Sanitary Laterals
EA
0
$
1,500.00
$
-
9
Relocation of Existing Wastewater Service
LS
1
$
8,500.00
$
8,500.00
10
Bypass Pumping
LS
1
$
13,000.00
$
13,000.00
11
Wastewater Precast Concrete Manhole, 4' Diameter
EA
3
$
10,250.00
$
30,800.00
12
Wastewater Access Device
EA
0
$
5,200.00
$
-
13
Sanitary Sewer Cleanout
EA
0
$
4,200.00
$
-
14
Seeding, Hydromulch
LF
0
$
2.00
$
-
15
Trench Excavation Safety & Support
LF
907
$
2.00
$
1,900.00
16
Hot Mix Asphalt Concrete Paving
TN
52
$
185.00
$
9,600.00
17
Reinforced Concrete Paving
CY
78
$
29.16
$
2,300.00
18
Crushed Rock Temp Paving Base
CY
130
$
16.66
$
2,200.00
19
Pipe Embedment
CY
$
50.00
$
-
20
Four 7" Flowable Base -High Strength, Fast Set
CY
149
$
220.00
$
32,900.00
21
Temporary Paving (Hot Mix)
TN
30
$
11.00
$
400.00
22
Fence Replacement
LF
907
$
45.00
$
40,900.00
Project Subtotal $ 331,300.00
Inflation/Escalation3 (3% of Subtotal) $ 9,939.00
Subtotal With Inflation/Escalation $ 341,239.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 119,434.00
Subtotal With Inflation/Escalation and Contingency $ 460,673.00
Mobilization (5%) $ 23,034.00
Bonds & Insurance (2%) $ 9,214.00
Tota14 $ 492,921.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the DWU Cost Manual. The OPCC is considered a Class 4 Estimate per the
Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the cost of labor,
materials, equipment; nor services provided by others, contractor's means and methods of executing the work or of
determining prices, competitive bidding or market conditions, practices or bidding strategies. STV cannot warrant or
guarantee that proposals, bids or actual construction costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs for
budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee of actual
construction costs. Uncertain market conditions, such as, but not limited to price escalation, force majeure events,
developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not responsible for any
variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
Watauga Rd. - 8" Wastewater Replacement `V
Engineer's Opinion of Probable Construction Cost
15
ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
1
8" P.V.C. Pressure Rated WW Pipe
LF
907
$
170.00
$
154,200.00
2
8" HDPE Wastewater Pipe by Pipe Bursting
LF
200
$
130.00
$
26,000.00
3
8" Wastewater Horizontal Directional Drilling
LF
0
$
200.00
$
-
4
Point Repairs for Pipe Bursting
EA
0
$
5,000.00
$
-
5
Removal of Existing Manholes
EA
3
$
1,800.00
$
5,400.00
6
Vacuum Test for Wastewater Manhole
EA
3
$
280.00
$
900.00
7
Television Inspection
LF
1107
$
2.00
$
2,300.00
8
Reconnect Sanitary Laterals
EA
0
$
1,500.00
$
-
9
Relocation of Existing Wastewater Service
LS
1
$
8,500.00
$
8,500.00
10
Bypass Pumping
LS
1
$
13,000.00
$
13,000.00
11
Wastewater Precast Concrete Manhole, 4' Diameter
EA
3
$
10,250.00
$
30,800.00
12
Wastewater Access Device
EA
0
$
5,200.00
$
-
13
Sanitary Sewer Cleanout
EA
0
$
4,200.00
$
-
14
Seeding, Hydromulch
LF
0
$
2.00
$
-
15
Trench Excavation Safety & Support
LF
907
$
2.00
$
1,900.00
16
Hot Mix Asphalt Concrete Paving
TN
52
$
185.00
$
9,600.00
17
Reinforced Concrete Paving
CY
78
$
29.16
$
2,300.00
18
Crushed Rock Temp Paving Base
CY
130
$
16.66
$
2,200.00
19
Pipe Embedment
CY
$
50.00
$
-
20
Four 7" Flowable Base -High Strength, Fast Set
CY
149
$
220.00
$
32,900.00
21
Temporary Paving (Hot Mix)
TN
30
$
11.00
$
400.00
22
Fence Replacement
LF
907
$
45.00
$
40,900.00
Project Subtotal $ 331,300.00
Inflation/Escalation3 (3% of Subtotal) $ 9,939.00
Subtotal With Inflation/Escalation $ 341,239.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 119,434.00
Subtotal With Inflation/Escalation and Contingency $ 460,673.00
Mobilization (5%) $ 23,034.00
Bonds & Insurance (2%) $ 9,214.00
Tota14 $ 492,921.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the DWU Cost Manual. The OPCC is considered a Class 4 Estimate per the
Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the cost of labor,
materials, equipment; nor services provided by others, contractor's means and methods of executing the work or of
determining prices, competitive bidding or market conditions, practices or bidding strategies. STV cannot warrant or
guarantee that proposals, bids or actual construction costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs for
budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee of actual
construction costs. Uncertain market conditions, such as, but not limited to price escalation, force majeure events,
developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not responsible for any
variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
Watauga Circle West - 4" Water `V
Engineer's Opinion of Probable Construction Cost
ITEM NO.
DESCRIPTION
UNITS
QUANTITY
UNIT COST'
TOTAL COSTZ
1
4" P.V.C. Water Pipe
LF
209
$
235.00
$
49,100.00
2
Pipe Embedment
CY
1
$
50.00
$
100.00
3
Four "F" Flowable Base -High Strength, Fast Set
CY
33
$
230.00
$
7,600.00
4
Temporary Paving (Hot Mix)
TN
6
$
140.00
$
900.00
5
Reinforced Concrete Paving
CY
17
$
435.00
$
7,300.00
6
Crushed Rock Temp Paving Base
CY
9
$
70.00
$
700.00
7
Hot Mix Asphalt Concrete Paving
TN
13
$
203.00
$
2,600.00
8
DIP Fittings
TN
$
2,500.00
$
-
9
Connection to Existing
EA
1
$
5,000.00
$
5,000.00
10
Trench Excavation Safety & Support
LF
209
$
4.00
$
900.00
11
1" Water Service Short (<25)
EA
2
$
1,950.00
$
3,900.00
12
1" Water Service Long (>25')
EA
3
$
2,700.00
$
8,100.00
13
Traffic Control
LS
1
$
5,000.00
$
5,000.00
14
Remove Existing Firehydrant
EA
0
$
503.00
$
-
15
Install Firehydrant
EA
1
$
5,666.00
$
5,700.00
16
6" Gate Valve
EA
1
$
2,058.00
$
2,100.00
17
2" Flush Point
EA
1
$
2,330.00
$
2,400.00
18
Storm Water Pollution Prevention Plan
LS
1
$
5,000.00
$
5,000.00
19
Construction Surveying & Staking (Water Mains)
LF
209
$
2.00
$
500.00
Project Subtotal
$ 57,700.00
Inflation/Escalation3 (3% of Subtotal)
$ 1,731.00
Subtotal With Inflation/Escalation
$ 59,431.00
Contingency (35% of Subtotal With Inflation/Escalation)
$ 20,801.00
Subtotal With Inflation/Escalation and Contingency
$ 80,232.00
Mobilization (5%)
Bonds & Insurance (2%)
$ 4,012.00
$ 1,605.00
Total4
$ 85,849.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate per
the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the cost of
labor, materials, equipment; nor services provided by others, contractor's means and methods of executing the work
or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV cannot
warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included in the
OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction costs
for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee of actual
construction costs. Uncertain market conditions, such as, but not limited to price escalation, force majeure events,
developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not responsible for any
variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
GIS 86628 - Wastewater Replacement
V
Engineer's Opinion of Probable
Construction Cost
StN
ITEM
NO.
DESCRIPTION
UNITS QUANTITY
UNIT COST'
TOTAL COST
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
157
$
130.00
$
20,500.00
2
Point Repairs for Pipe Bursting
EA
1
$
5,000.00
$
5,000.00
3
Removal of Existing Manholes
EA
1
$
1,800.00
$
1,800.00
4
Vacuum Test for Wastewater Manhole
EA
1
$
280.00
$
300.00
5
Television Inspection
LF
157
$
2.00
$
400.00
6
Reconnect Sanitary Laterals
EA
3
$
1,500.00
$
4,500.00
7
Relocation of Existing Wastewater Service
LS
1
$
8,500.00
$
8,500.00
8
Bypass Pumping
LS
1
$
5,000.00
$
5,000.00
9
Wastewater Precast Concrete Manhole, 4' Diameter
EA
1
$
10,250.00
$
10,300.00
10
Wastewater Access Device
EA
0
$
5,200.00
$
-
11
Sanitary Sewer Cleanout
EA
0
$
4,200.00
$
-
12
Seeding, Hydromulch
LF
157
$
2.00
$
400.00
13
Fence Replacement
LF
157
$
45.00
$
7,100.00
Project Subtotal $ 63,800.00
Inflation/Escalation3 (3% of Subtotal) $ 1,914.00
Subtotal With Inflation/Escalation $ 65,714.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 23,000.00
Subtotal With Inflation/Escalation and Contingency $ 88,714.00
Mobilization (5%) $ 4,436.00
Bonds & Insurance (2%) $ 1,775.00
Total4 $ 94,925.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of
executing the work or of determining prices, competitive bidding or market conditions, practices or bidding
strategies. STV cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from
the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee
of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force
majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not
responsible for any variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
GIS 79014 - Wastewater
Replacement
V
Engineer's Opinion of Probable
Construction Cost
StN
ITEM
NO.
DESCRIPTION
UNITS QUANTITY
UNIT COST'
TOTAL COST
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
127
$
130.00
$
16,600.00
2
Point Repairs for Pipe Bursting
EA
1
$
5,000.00
$
5,000.00
3
Removal of Existing Manholes
EA
1
$
1,800.00
$
1,800.00
4
Vacuum Test for Wastewater Manhole
EA
1
$
280.00
$
300.00
5
Television Inspection
LF
127
$
2.00
$
300.00
6
Reconnect Sanitary Laterals
EA
6
$
1,500.00
$
9,000.00
7
Relocation of Existing Wastewater Service
LS
1
$
8,500.00
$
8,500.00
8
Bypass Pumping
LS
1
$
5,000.00
$
5,000.00
9
Wastewater Precast Concrete Manhole, 4' Diameter
EA
1
$
10,250.00
$
10,300.00
10
Wastewater Access Device
EA
0
$
5,200.00
$
-
11
Sanitary Sewer Cleanout
EA
0
$
4,200.00
$
-
12
Seeding, Hydromulch
LF
127
$
2.00
$
300.00
13
Fence Replacement
LF
127
$
45.00
$
5,800.00
Project Subtotal $ 62,900.00
Inflation/Escalation3 (3% of Subtotal) $ 1,887.00
Subtotal With Inflation/Escalation $ 64,787.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 22,676.00
Subtotal With Inflation/Escalation and Contingency $ 87,463.00
Mobilization (5%) $ 4,374.00
Bonds & Insurance (2%) $ 1,750.00
Total4 $ 93,587.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing
the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV
cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included
in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee
of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force
majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not
responsible for any variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
GIS 99078 -Wastewater Replacement StN
�
Engineer's Opinion of Probable Construction Cost
ITEM DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
NO.
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
126
$
130.00 $
2
Point Repairs for Pipe Bursting
EA
1
$
5,000.00 $
3
Removal of Existing Manholes
EA
1
$
1,800.00 $
4
Vacuum Test for Wastewater Manhole
EA
1
$
280.00 $
5
Television Inspection
LF
126
$
2.00 $
6
Reconnect Sanitary Laterals
EA
6
$
1,500.00 $
7
Relocation of Existing Wastewater Service
LS
1
$
8,500.00 $
8
Bypass Pumping
LS
1
$
5,000.00 $
9
Wastewater Precast Concrete Manhole, 4' Diameter
EA
1
$
10,250.00 $
10
Wastewater Access Device
EA
0
$
5,200.00 $
11
Sanitary Sewer Cleanout
EA
0
$
4,200.00 $
12
Seeding, Hydromulch
LF
126
$
2.00 $
13
Fence Replacement
LF
126
$
45.00 $
16,400.00
5,000.00
1,800.00
300.00
300.00
9,000.00
8,500.00
5,000.00
10,300.00
300.00
5,700.00
Project Subtotal
$
62,600.00
Inflation/Escalation3 (3% of Subtotal)
$
1,878.00
Subtotal With Inflation/Escalation
$
64,478.00
Contingency (35% of Subtotal With Inflation/Escalation)
$
22,568.00
Subtotal With Inflation/Escalation and Contingency
$
87,046.00
Mobilization (5%)
Bonds & Insurance (2%)
$
$
4,353.00
1,741.00
Tota14
$
93,140.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of
executing the work or of determining prices, competitive bidding or market conditions, practices or bidding
strategies. STV cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from
the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee
of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force
majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not
responsible for any variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
GIS 66789 - Wastewater
Replacement
V
Engineer's Opinion of Probable Construction Cost
StN
ITEM
NO.
DESCRIPTION
UNITS QUANTITY
UNIT COST'
TOTAL
COST
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
126
$
130.00
$
16,400.00
2
Point Repairs for Pipe Bursting
EA
1
$
5,000.00
$
5,000.00
3
Removal of Existing Manholes
EA
1
$
1,800.00
$
1,800.00
4
Vacuum Test for Wastewater Manhole
EA
1
$
280.00
$
300.00
5
Television Inspection
LF
126
$
2.00
$
300.00
6
Reconnect Sanitary Laterals
EA
6
$
1,500.00
$
9,000.00
7
Relocation of Existing Wastewater Service
LS
1
$
8,500.00
$
8,500.00
8
Bypass Pumping
LS
1
$
5,000.00
$
5,000.00
9
Wastewater Precast Concrete Manhole, 4' Diameter
EA
1
$
10,250.00
$
10,300.00
10
Wastewater Access Device
EA
0
$
5,200.00
$
-
11
Sanitary Sewer Cleanout
EA
0
$
4,200.00
$
-
12
Seeding, Hydromulch
LF
126
$
2.00
$
300.00
13
Fence Replacement
LF
126
$
45.00
$
5,700.00
Project Subtotal $ 62,600.00
Inflation/Escalation3 (3% of Subtotal) $ 1,878.00
Subtotal With Inflation/Escalation $ 64,478.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 22,568.00
Subtotal With Inflation/Escalation and Contingency $ 87,046.00
Mobilization (5%) $ 4,353.00
Bonds & Insurance (2%) $ 1,741.00
Total4 $ 93,140.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of
executing the work or of determining prices, competitive bidding or market conditions, practices or bidding
strategies. STV cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from
the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a
guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation,
force majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is
not responsible for any variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
GIS 118816 -Wastewater Replacement
V
Engineer's Opinion of Probable Construction Cost
StN
ITEM
NO.
DESCRIPTION
UNITS QUANTITY
UNIT COST'
TOTAL
COST
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
134
$
130.00
$
17,500.00
2
Point Repairs for Pipe Bursting
EA
2
$
5,000.00
$
10,000.00
3
Removal of Existing Manholes
EA
2
$
1,800.00
$
3,600.00
4
Vacuum Test for Wastewater Manhole
EA
2
$
280.00
$
600.00
5
Television Inspection
LF
134
$
2.00
$
300.00
6
Reconnect Sanitary Laterals
EA
32
$
1,500.00
$
48,000.00
7
Relocation of Existing Wastewater Service
LS
1
$
8,500.00
$
8,500.00
8
Bypass Pumping
LS
1
$
5,000.00
$
5,000.00
9
Wastewater Precast Concrete Manhole, 4' Diameter
EA
2
$
10,250.00
$
20,500.00
10
Wastewater Access Device
EA
0
$
5,200.00
$
-
11
Sanitary Sewer Cleanout
EA
0
$
4,200.00
$
-
12
Seeding, Hydromulch
LF
134
$
2.00
$
300.00
13
Fence Replacement
LF
134
$
45.00
$
6,100.00
Project Subtotal $ 120,400.00
Inflation/Escalation3 (3% of Subtotal) $ 3,612.00
Subtotal With Inflation/Escalation $ 124,012.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 43,405.00
Subtotal With Inflation/Escalation and Contingency $ 167,417.00
Mobilization (5%) $ 8,371.00
Bonds & Insurance (2%) $ 3,349.00
Total4 $ 179,137.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of
executing the work or of determining prices, competitive bidding or market conditions, practices or bidding
strategies. STV cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from
the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a
guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation,
force majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is
not responsible for any variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
GIS 99152 & 103231 - Wastewater Replacement
.
Engineer's Opinion of Probable
Construction Cost
N
ITEM
NO.
DESCRIPTION
UNITS
QUANTITY
UNIT COST'
TOTAL COST
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
1016
$ 130.00
$
132,100.00
2
Point Repairs for Pipe Bursting
EA
1
$ 5,000.00
$
5,000.00
3
Removal of Existing Manholes
EA
2
$ 1,800.00
$
3,600.00
4
Vacuum Test for Wastewater Manhole
EA
0
$ 280.00
$
-
5
Television Inspection
LF
1016
$ 2.00
$
2,100.00
6
Reconnect Sanitary Laterals
EA
9
$ 1,500.00
$
13,500.00
7
Relocation of Existing Wastewater Service
LS
1
$ 8,500.00
$
8,500.00
8
Bypass Pumping
LS
1
$ 10,000.00
$
10,000.00
9
Wastewater Precast Concrete Manhole, 4' Diameter
EA
2
$ 10,250.00
$
20,500.00
10
Wastewater Access Device
EA
0
$ 5,200.00
$
-
11
Sanitary Sewer Cleanout
EA
0
$ 4,200.00
$
-
12
Seeding, Hydromulch
LF
1016
$ 2.00
$
2,100.00
13
Fence Replacement
LF
1016
$ 45.00
$
45,800.00
Project Subtotal $ 243,200.00
Inflation/Escalation3 (3% of Subtotal) $ 7,296.00
Subtotal With Inflation/Escalation $ 250,496.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 87,674.00
Subtotal With Inflation/Escalation and Contingency $ 338,170.00
Mobilization (5%) $ 16,909.00
Bonds & Insurance (2%) $ 6,764.00
Total4 $ 361,843.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4 Estimate
per the Association for the Advancement of Cost Engineering (AACE). STV has no control over variances in the
cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing
the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. STV
cannot warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs included
in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable construction
costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and is not a guarantee
of actual construction costs. Uncertain market conditions, such as, but not limited to price escalation, force
majeure events, developing bidding conditions, etc. may affect the accuracy of this statement. STV, Inc. is not
responsible for any variance from this estimate or actual prices and conditions obtained.
Fort Worth 2020B Replacements
GIS 121318 - Wastewater Replacement
Engineer's Opinion of Probable Construction
Cost
`V
ITEM
NO.
DESCRIPTION
UNITS QUANTITY
UNIT COST'
TOTAL
COST
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
307
$ 130.00
$
40,000.00
2
Point Repairs for Pipe Bursting
EA
1
$ 5,000.00
$
5,000.00
3
Removal of Existing Manholes
EA
2
$ 1,800.00
$
3,600.00
4
Vacuum Test for Wastewater Manhole
EA
2
$ 280.00
$
600.00
5
Television Inspection
LF
307
$ 2.00
$
700.00
6
Reconnect Sanitary Laterals
EA
3
$ 1,500.00
$
4,500.00
7
Relocation of Existing Wastewater Service
LS
1
$ 8,500.00
$
8,500.00
8
Bypass Pumping
LS
1
$ 6,000.00
$
6,000.00
9
Sanitary Sewer Precast Diameter
EA
2
$ 10,250.00
$
20,500.00
10
Sanitary Sewer Wastewater Access Chamber
EA
0
$ 5,200.00
$
-
11
Sanitary Sewer Cleanout
EA
0
$ 4,200.00
$
-
12
Seeding, Hydromulch
LF
307
$ 2.00
$
700.00
13
Fence Replacement
LF
307
$ 45.00
$
13,900.00
Project Subtotal $ 104,000.00
Inflation/Escalation3 (3% of Subtotal) $ 3,120.00
Subtotal With Inflation/Escalation $ 107,120.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 37,492.00
Subtotal With Inflation/Escalation and Contingency $ 144,612.00
Mobilization (5%) $ 7,231.00
Bonds & Insurance (2%) $ 2,893.00
Total4 $ 154,736.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4
Estimate per the Association for the Advancement of Cost Engineering (AACE). STV has no control over
variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means
and methods of executing the work or of determining prices, competitive bidding or market conditions,
practices or bidding strategies. STV cannot warrant or guarantee that proposals, bids or actual construction
costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable
construction costs for budgeting purposes. This estimate is limited to the conditions existing at issuance
and is not a guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to
price escalation, force majeure events, developing bidding conditions, etc. may affect the accuracy of this
statement. STV, Inc. is not responsible for any variance from this estimate or actual prices and conditions
obtained.
Fort Worth 2020B Replacements
GIS 73754 - Wastewater Replacement StN
V
Engineer's Opinion of Probable Construction Cost
ITEM DESCRIPTION UNITS QUANTITY UNIT COST' TOTAL COST
NO.
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
214
$
130.00 $
2
Point Repairs for Pipe Bursting
EA
1
$
5,000.00 $
3
Removal of Existing Manholes
EA
2
$
1,800.00 $
4
Vacuum Test for Wastewater Manhole
EA
2
$
280.00 $
5
Television Inspection
LF
214
$
2.00 $
6
Reconnect Sanitary Laterals
EA
6
$
1,500.00 $
7
Relocation of Existing Wastewater Service
LS
1
$
8,500.00 $
8
Bypass Pumping
LS
1
$
5,000.00 $
9
Sanitary Sewer Precast Diameter
EA
2
$
10,250.00 $
10
Sanitary Sewer Wastewater Access Chamber
EA
0
$
5,200.00 $
11
Sanitary Sewer Cleanout
EA
0
$
4,200.00 $
12
Seeding, Hydromulch
LF
214
$
2.00 $
13
Fence Replacement
LF
214
$
45.00 $
27,900.00
5,000.00
3,600.00
600.00
500.00
9,000.00
8,500.00
5,000.00
20,500.00
500.00
9,700.00
Project Subtotal
$ 90,800.00
Inflation/Escalation3 (3% of Subtotal)
$ 2,724.00
Subtotal With Inflation/Escalation
$ 93,524.00
Contingency (35% of Subtotal With Inflation/Escalation)
$ 32,734.00
Subtotal With Inflation/Escalation and Contingency
$ 126,258.00
Mobilization (5%)
Bonds & Insurance (2%)
$ 6,313.00
$ 2,526.00
Tota14
$ 135,097.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4
Estimate per the Association for the Advancement of Cost Engineering (AACE). STV has no control over
variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means
and methods of executing the work or of determining prices, competitive bidding or market conditions,
practices or bidding strategies. STV cannot warrant or guarantee that proposals, bids or actual construction
costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable
construction costs for budgeting purposes. This estimate is limited to the conditions existing at issuance
and is not a guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to
price escalation, force majeure events, developing bidding conditions, etc. may affect the accuracy of this
statement. STV, Inc. is not responsible for any variance from this estimate or actual prices and conditions
obtained.
Fort Worth 2020B Replacements
GIS 551464, 121164, & 121243 - Wastewater Replacement
Engineer's Opinion of Probable Construction
Cost
`V
ITEM
NO.
DESCRIPTION
UNITS QUANTITY
UNIT COST'
TOTAL COST
1
8" HDPE Wastewater Pipe by Pipe Bursting
LF
849
$
130.00
$
110,400.00
2
Point Repairs for Pipe Bursting
EA
2
$
5,000.00
$
10,000.00
3
Removal of Existing Manholes
EA
4
$
1,800.00
$
7,200.00
4
Vacuum Test for Wastewater Manhole
EA
4
$
280.00
$
1,200.00
5
Television Inspection
LF
849
$
2.00
$
1,700.00
6
Reconnect Sanitary Laterals
EA
0
$
1,500.00
$
-
7
Relocation of Existing Wastewater Service
LS
1
$
8,500.00
$
8,500.00
8
Bypass Pumping
LS
1
$
7,000.00
$
7,000.00
9
Sanitary Sewer Precast Diameter
EA
4
$
10,250.00
$
41,000.00
10
Sanitary Sewer Wastewater Access Chamber
EA
2
$
5,200.00
$
10,400.00
11
Sanitary Sewer Cleanout
EA
0
$
4,200.00
$
-
12
Seeding, Hydromulch
LF
849
$
2.00
$
1,700.00
13
Fence Replacement
LF
849
$
45.00
$
38,200.00
Project Subtotal $ 237,300.00
Inflation/Escalation3 (3% of Subtotal) $ 7,119.00
Subtotal With Inflation/Escalation $ 244,419.00
Contingency (35% of Subtotal With Inflation/Escalation) $ 85,547.00
Subtotal With Inflation/Escalation and Contingency $ 329,966.00
Mobilization (5%) $ 16,499.00
Bonds & Insurance (2%) $ 6,600.00
Total4 $ 353,065.00
1The "Unit Cost" is the manufacturer's supplied cost plus installation, unless otherwise noted.
2Total Cost is rounded to the nearest $100.
31nflation/Escalation is calculated as 3% of the subtotal to account for the time between this estimation and
construction.
4These costs have been developed from the recent bid information. The OPCC is considered a Class 4
Estimate per the Association for the Advancement of Cost Engineering (AACE). STV has no control over
variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means
and methods of executing the work or of determining prices, competitive bidding or market conditions,
practices or bidding strategies. STV cannot warrant or guarantee that proposals, bids or actual construction
costs will not vary from the costs included in the OPCC herein.
Note: This Engineer's Opinion of Probable Construction Cost is only an estimate of the probable
construction costs for budgeting purposes. This estimate is limited to the conditions existing at issuance and
is not a guarantee of actual construction costs. Uncertain market conditions, such as, but not limited to price
escalation, force majeure events, developing bidding conditions, etc. may affect the accuracy of this
statement. STV, Inc. is not responsible for any variance from this estimate or actual prices and conditions
obtained.
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT
Design Services for
Water and Sanitary Sewer Replacements Contract 2022, WSM-1
City Project No. 104481
N/a
City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page 1 of 1
ATTACHMENT D
22FTWH00724.01
Jan Feb Mar
Apr
1 Project Agreement
1d
02/01/24
02I0124
2 II- Design
450d
02/02/24
04126/25
3 Design
441d
02/02/24
04/17/25
4 - 30% Conceptual Design
101d
02/02/24
05/12/24
5 Issue Design Notice to Proceed
1d
02/02/24
02/02/24
6 Design Kick-off Meeting
1d
02/02/24
02/02/24
y
7 Prepare Conceptual Design Drawings & Documents
60d
02/03/24
04/02/24
1
8 Internal QC
14d
04/03/24
04/16/24
9 Submit Conceptual Plans
id
04/17/24
04/17124
10 I Review Conceptual Plans (CFW)
14d
04/18/24
05I01/24
11 Incorporate Comments and Submit Revised Conceptual Drawings
10d
05/02/24
05/11/24
12 Conceptual Design Complete
id
05/12/24
05/12/24
13 — 60% Preliminary Design
204d
05/1324
12/02/24
14 Design Survey
60d
05/13/24
07/11/24
15 Prepare 60% Preliminary Plans and Specifications
104d
07/12/24
10/23/24
16 Internal QC
14d
10/24/24
11/06/24
17 60% Preliminary Plans and Specifications Submittal
id
11/07/24
11/07/24
18 Submit Plans and Specs to ROW & Utilities
id
11/08/24
11/08/24
19 I Review 60% Preliminary Plans and Specs (CFW)
14d
11/09/24
11/22/24
20 Provide Comments Response
10d
11/23/24
12/02/24
21 Preliminary Design Complete
0
12/02/24
12/02/24
<
22 [ 90% Final Design
145d
12/03/24
042625
23 Prepare 90% Final Plans and Specifications
80d
12/03/24
02/20/25
24 90% Final Plans and Specifications Submittal
id
02/21/25
02/21/25
25 Internal QC
14d
02/22/25
03/07/25
26 Review 90% Final Plans and Specs (CFW)
15d
03/08/25
03/22/25
27 Incorporate Final Comments and Submit Final Plans and Specs
15d
03/23/25
04/06/25
28 Approve Final Plans and Specifications and Rout for Signatrures
10d
04/07/25
04/16/25
29 Design Complete
0
04/16/25
04/16/25
<
30 Prepare Bid Package
10d
04/17/25
04126125
orted on November 8, 2023 10:21:12 AM PST age 1 of 1
ATTACHMENT E
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ILL--•:-. 't t !'1 7 � y, '7 a ,b. , ,l r.
1-7
FORTWORTH._
PRIMROSE AVE
Attachment E
Water and Sanitary Sewer Replacements
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Flo•�;er, Mound
Bra! he�al4 Roanoke
F aslet n
Keller Grapevine
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Faltcm
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Settlemen, Fort Worth fv
V. 4y Ariingten
6enhrook � �
F—M Hill
Eveiman
Project Location
Water and Sanitary Sewer Replacements
Y Crar: ey
Mansfeld
Rurleson
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Cars Timce!
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V FORT WORTH
Attachment E
ATTACHMENT "F"
CERTIFICATE OF INSURANCE
Design Services for
Water and Sanitary Sewer Replacement Contract 2022, WSM-1
City Project No. 104481
City of Fort Worth, Texas
Attachment F
PMO Release Date: 05.19.2010
Page 1 of 1
DESCRIPTIONS (Continued from Page 1)
All Risk Coverage - Agreed Value
Leased / Rented / Borrowed Equipment from Others Sublimit: $100,000
2. Contractor's Pollution Liability:
Policy #: 03106092 / Policy Term: 4/1/2023 - 4/1/2024
Insurance Carrier: Allied World Assurance Company (U.S.) Inc. / NAIC#: 19489
Per Pollution Condition: $5,000,000
Aggregate Limit: $5,000,000
3. The Captioned Commercial General Liability Policy includes the following coverage:
a. XCU
b. Contractual Liability
c. Contractual Liability - Railroads is included by amending the definition of an "Insured Contract" when
working within 50ft of a Railroad (CG 24 17 10 01)
4. The Captioned Workers Compensation & Employers Liability coverage includes the following coverage on an
if any basis:
a. USL&H
b. Maritime
c. FELA
5. The captioned Workers Compensation Policy includes Employers Liability / Stop GAP Coverage for the
following states subject to the following limits:
1. North Dakota
2. Washington
3. Wyoming
4. Ohio
Limits:
1. $1,000,000 Employers Liability - Each Accident
2. $1,000,000 Employers Liability - Disease - Each Employee
3. $1,000,000 Employers Liability - Disease - Policy Limit
6. A Waiver of Subrogation is provided in favor of the Additional Insureds under the captioned Commercial
General Liability, Business Automobile Liability, Commercial Excess Liability, Workers Compensation &
Employers Liability and Contractor's Pollution Liability Coverages if required by written contract &
permitted by state law.
7. The captioned Commercial Excess Liability policy is following form of the Commercial General
Liability, Automobile Liability, and Employers Liability Policies.
8. 30 Days Notice of Cancellation and Non -Renewal, 10 Days Notice in the event of Non -Payment of Premium,
will be provided subject to the terms and conditions of the policy.
Client Name:: City of Fort Worth
Project Name: Water and Sanitary Sewer Replacement Contract 2022 WSM-1
City Project No.: 104481
The City of Fort Worth is included as Additional Insureds if required by written contract under the
following coverage: Commercial General Liability, Business Automobile Liability, Contractors Pollution
Liability and Commercial Excess Liability Coverage. The Additional Insured coverage is provided on a Primary
Noncontributory basis if required by written contract. The Additional Insured coverage under the Commercial
General Liability is provided for both Ongoing and Completed Operations under ISO Form #s CG 20 10 07 04 and
CG 20 37 07 04.
SAGITTA 25.3 (2016/03) 2 of 2
#S4400632/M4149523
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 01/23/24 M&C FILE NUMBER: M&C 24-0073
LOG NAME: 60WSSC22WSMI-STV
SUBJECT
(CD 2 & CD 11) Authorize Execution of an Engineering Agreement with CP&Y, Inc., dba STV Infrastructure in the Amount of $680,207.00, for the
Water and Sanitary Sewer Replacement Contract 2022, WSM-1 Project and Adopt Appropriation Ordinance to Effect a Portion of Water's
Contribution to Fiscal Years 2024-2028 Capital Improvement Program
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize execution of an engineering agreement with CP&Y, Inc., dba STV Infrastructure in the amount of $680,207.00, for Water and
Sanitary Sewer Replacement Contract 2022 WSM-1 project; and
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund
in the amount of $1,031,427.00, transferred from available funds within the Water and Sewer Fund, for the Water and Sanitary Sewer
Replacements Contract 2022 WSM-1 (City Project No. 104481) to effect a portion of Water's contribution to Fiscal Years 2024-2028 Capital
Improvement Program.
DISCUSSION:
This Mayor and Council Communication (M&C) is to authorize the execution of an engineering agreement with CP&Y, Inc., dba STV Infrastructure
in the amount of $680,207.00, for Water and Sanitary Sewer Replacement Contract 2022, WSM-1 project for the preparation of plans and
specifications for sanitary sewer and water main replacements on the following streets, alleys and easements.
Scope
Street From
To
Council
of
Districts
Work
Cold
Water/
Watauga Road N. Sylvania Avenue
Springs
Sewer 2/11
Road
Easement
Between N.
South 225
Sylvania Avenue Watauga Road
feet
Sewer 11
and Mapleleaf
Street
Mapleleaf Street Watauga Road
Lotus
Water 11
Avenue
Easement
Between
South 225
Mapleleaf Watauga Road
feet
Sewer 11
Street and E.
Watauga Court
Balsam Street Watauga Road
Lotus
11
Avenue
(Water
Easement
between
South 225
Balsam Street Watauga Road
feet
Sewer 11
and Watauga
Court W.
Watauga Court Watauga Road
Cul-de-Sac
Water 11
W.
Easement
between Lotus
West 11032
Avenue and Mapleleaf Street
feet
Sewer 11
Goldenrod
Avenue
Bluebonnet
Watauga Road
Goldenrod
Water I11
Drive
Avenue
Easement
225 feet west and 195
between
feet north of the
North 325
Bluebonnet
Goldenrod Avenue /
feet
Sewer 11
Drive and
Bluebonnet Drive
Bluebird Avenue
Intersection
Bluebird Avenue
Morning Glory Avenue
Oakhurst
Water/ 11
Scenic Driv
Sewer
Easement
325 feet south of the
South of
Morning Glory Avenue
East 195
Sewer 11
Morning Glory
/ Bluebird Avenue
feet
Avenue
Intersection
Cardinal Lane
W. Lotus Avenue
Blue Bird
Water/ 11
Avenue
Sewer
225 feet south and 130 195 feet
Easement
feet west of the
southwest
South of
Cardinal Lane /
then 225
Sewer 11
Cardinal Lane
Bluebird Avenue
feet
Intersection
northwest
100 feet south and 80
Easement south
feet east of the
East 195
of Morning Glory
Morning Glory Avenue
/ feet
Sewer 11
Avenue
W. Lotus Avenue
Intersection
Oak Hurst
W. Lotus Avenue
Daisy Lane
Water 11
Scenic Drive
Daisy Lane
OaVHurst Scenic
ast 420
East
Water 11
De
et
(
W. Lotus
Watauga Road
Lotus
Water 11
Avenue
Avenue
Easement
100 feet south of the
160 feet
South of
W Lotus Avenue /
northwest
Sewer 11
Watauga Road
Watauga Road
then 390
Intersection
feet west
450 feet west and 100
Easement east
feet south of the W.
of Union Pacific
Lotus Avenue /
South 325
Sewer 11
Railroad
Watauga Road
Intersection
In addition to the contract amount, $351,220.00 (Water: $212,500.00; Sewer: $138,720.00) is required for project management, real property
acquisition, utility coordination, and material testing. This project will have no impact on the Water Department's operating budget when completed.
The sewer component of the project is part of the Water Department's Sanitary Sewer Overflow Initiative Program.
It is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year, instead of within the annual budget ordinance, as
projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in
support of the Water's portion of the City of Fort Worth's Fiscal Years 2024-2028 Capital Improvement Program, as follows:
60WSSC22WSMI-STV
Capital I Revised
Project FY2024 CIP Budget
Fund Name Appropriations Authority Change (Increase/Decrease) FY2024
Name Budget
W&S 104481
Capital WSS
Projects Contract $0.00 This M&C $1,031,427.00 $1,031,427.00
-Fund 2022
56002 WSM-1
I
Funding is budgeted in the Transfer to Water/Sewer account of the Water and Sewer operating budget for the purpose of funding the W/SS
Repl Contract 2022 WSM-1 within the Water & Sewer Capital Projects Fund.
Appropriations for Water and Sanitary Sewer Replacement, Contract 2022, WSM-1 are as depicted below:
FUND Existing Additional Project Total*
Appropriations Appropriations
W&S Capital
Projects - Fund $0.00 $1,031,427.00 $1,031,427.00
56002
(Project Total $0.00 $1,031,427.00 $1,031,427.00
*Numbers rounded for presentation purposes.
Business Equity: CP&Y, Inc.,dba STV Infrastructure is in compliance with the City's Business Equity Ordinance by committing to 22
percent Business Equity participation on this project. The City's MWBE goal on this project is 10 percent.
The project is located in COUNCIL DISTRICTS 2 and 11.
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are currently available in the Water and Sewer Fund, and upon approval of the above recommendations
and adoption of the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the W/SS Repl Contract 2022
WSM-1 project to support the above recommendations and execution of the engineering agreement. Prior to any expenditure being incurred, the
Water Department has the responsibility of verifying the availability of funds,
Submitted for Citv Manaaer's Office bv: Dana Burghdoff 8018
Oriainatina Business Unit Head: Chris Harder 5020
Additional Information Contact: Walter Norwood 5026
60WSSC22WSMI-STV FID Table
2 56002 0600430 104481 2024 $643,348.00
2 56002 0700430 4956001 104481 2024 $388,079.00
2 56002 0700430 104481 2024 $388,079.00
2 56002 0600430 4956001 104481 001730 9999 ($643,348.00)
2 56001 0709020 5956001 $388,079.00
2 56002 0700430 4956001 104481 001730 9999 ($388,079.00)
2
56002
0600430
5110101
104481
001730
9999
$90,640.00
Water Staff Cost
2
56002
0600430
5550102
104481
001730
9999
$4,000.00
Public Outreach
1
56002
0600430
5330500
104481
001730
9999
$430,848.00
Contract
2
56002
0600430
5310350
104481
001770
9999
$2,500.00
Utility Coordination
2
56002
0600430
5330500
104481
001784
9999
$90,640.00
Soil Lab Consultant
2
56002
0600430
5310350
104481
001784
9999
$24,720.00
Soil Lab TPW Staff
2
56002
0700430
4956001
104481
001730
9999
($388,079.00)
2
56002
0700430
5110101
104481
001730
9999
$36,720.00
Water Staff Cost
1
56002
0700430
5330500
104481
001730
9999
$249,359.00
Contract
2
56002
0700430
5710010
104481
001740
9999
$70,000.00
Easement Acquisition
2
56002
0700430
5110101
104481
001740
9999
$20,000.00
Easement Acquisition
2
56002
0700430
5330500
104481
001740
9999
$5,000.00
Easement Acquisition
2
56002
0700430
5740010
104481
001780
9999
$5,000.00
Easement Acquisition
2
56002
0700430
5310350
104481
001770
9999
$2,000.00
Utility Coordination
56002
2060000
104481
RETAIN
I
I
I
I
IRetainage Combo Code