HomeMy WebLinkAboutContract 60909CSC No. 60909
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING RELATED PROFESSIONAL
SERVICES
This AGREEMENT is between the City of Fort Worth, a Texas home -rule municipality
("CITY"), and Raymond L. Goodson, Jr., Inc. d/b/a RLG Consulting Engineers, authorized
to do business in Texas, ("ENGINEER"), for a PROJECT generally described as: Water and
Sanitary Sewer Replacements Contract 2023, WSM-M — Project No. 105108.
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. $527,990.00 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 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [105108]
Revised Date: November 23, 2021
Page 1 of 15 OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Article IV
Obligations of the Engineer
A. General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental thereto.
B. Standard of Care
The ENGINEER shall perform its services:
(1) with the professional skill and care ordinarily provided by competent
engineers practicing under the same or similar circumstances and
professional license; and
(2) as expeditiously as is prudent considering the ordinary professional
skill and care of a competent engineer.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering
work to be performed hereunder. The ENGINEER shall also advise the
CITY concerning the results of same. Such surveys, tests, and
investigations shall be furnished by the CITY, unless otherwise
specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations,
the actual characteristics may vary significantly between successive
test points and sample intervals and at locations other than where
observations, exploration, and investigations have been made.
Because of the inherent uncertainties in subsurface evaluations,
changed or unanticipated underground conditions may occur that could
affect the total PROJECT cost and/or execution. These conditions and
cost/execution effects are not the responsibility of the ENGINEER.
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Standard Agreement for Engineering Related Design Services [105108]
Revised Date: November 23, 2021
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D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in
ink on reproducible mylar sheets and electronic files in .pdf format, or as
otherwise approved by CITY, which shall become the property of the CITY.
CITY may use such drawings in any manner it desires; provided, however,
that the ENGINEER shall not be liable for the use of such drawings for any
project other than the PROJECT described herein.
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on -site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the
CITY and/or the CITY's construction contractors or other entities, and do not
relieve the construction contractors or any other entity of their obligations,
duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction work in
accordance with the contract documents and any health or safety precautions
required by such construction work. The ENGINEER and its personnel have
no authority to exercise any control over any construction contractor or other
entity or their employees in connection with their work or any health or safety
precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the progress
or quality of the completed work on the PROJECT or to determine, in general,
if the work on the PROJECT is being performed in a manner indicating that
the PROJECT, when completed, will be in accordance with the contract
documents, nor shall anything in the contract documents or this
AGREEMENT between CITY and ENGINEER be construed as requiring
ENGINEER to make exhaustive or continuous on -site inspections to discover
latent defects in the work or otherwise check the quality or quantity of the work
on the PROJECT. If the ENGINEER makes on -site observation(s) of a
deviation from the contract documents, the ENGINEER shall inform the CITY.
(3) When professional certification of performance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth
in the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the contract documents.
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance
with Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation
or maintenance costs; competitive bidding procedures and market
conditions; time or quality of performance by third parties; quality, type,
management, or direction of operating personnel; and other economic
and operational factors that may materially affect the ultimate PROJECT
cost or schedule. Therefore, the ENGINEER makes no warranty that
the CITY's actual PROJECT costs, financial aspects, economic
feasibility, or schedules will not vary from the ENGINEER's opinions,
analyses, projections, or estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations
have been made by the ENGINEER to ascertain that the construction
contractor has completed the work in exact accordance with the contract
documents; that the final work will be acceptable in all respects; that the
ENGINEER has made an examination to ascertain how or for what purpose
the construction contractor has used the moneys paid; that title to any of the
work, materials, or equipment has passed to the CITY free and clear of liens,
claims, security interests, or encumbrances; or that there are no other matters
at issue between the CITY and the construction contractor that affect the
amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others, and may not always represent
the exact location, type of various components, or exact manner in which the
PROJECT was finally constructed. The ENGINEER is not responsible for any
errors or omissions in the information from others that is incorporated into the
record drawings.
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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Business Equity Participation
City has goals for the full and equitable participation of minority business
and/or women business enterprises in City contracts greater than
$100,000. In accordance with the City's Business Equity Ordinance No.
25165-10-2021 (replacing Ordinance No. 24534-11-2020, as codified in
Chapter 20, Article X of the City's Code of Ordinances, as amended, and any
relevant policy or guidance documents), the City has goals for the full and
equitable participation of minority business and/or women business
enterprises in City contracts greater than $100,000. Engineer acknowledges
the MBE and WBE goals established for this contract and its execution of this
Agreement is Engineer's written commitment to meet the prescribed MBE and
WBE participation goals. Any misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Engineer
may result in the termination of this Agreement and debarment from
participating in City contracts for a period of time of not less than three (3)
years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of five (5) years
after final payment under this contract, have access to and the right to
examine and photocopy any directly pertinent books, documents, papers and
records of the ENGINEER involving transactions relating to this contract.
ENGINEER agrees that the CITY shall have access during normal working
hours to all necessary ENGINEER facilities and shall be provided adequate
and appropriate work space in order to conduct audits in compliance with the
provisions of this section. The CITY shall give ENGINEER reasonable
advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the CITY
shall, until the expiration of five (5) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that the
CITY shall have access during normal working hours to all subconsultant
facilities, and shall be provided adequate and appropriate work space, in order
to conduct audits in compliance with the provisions of this article together with
subsection (3) hereof. CITY shall give subconsultant reasonable advance
notice of intended audits.
(3) ENGINEER and subconsultant agree to reproduce such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for the
cost of hard copies at the rate published in the Texas Administrative Code in
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Standard Agreement for Engineering Related Design Services [1051081
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effect as of the time copying is performed.
K. INSURANCE
Engineer shall not commence work under this Agreement until it has
obtained all insurance required under Attachment F and City has approved
such insurance.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant
and not as a subcontractor, agent, or employee of the CITY. The doctrine
of respondent superior shall not apply.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing of
any conflicts of interest that develop subsequent to the signing of this contract
and prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions
of the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the CITY may
request the ENGINEER to assist in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the
ENGINEER should have been aware of at the time this Agreement was
executed, the ENGINEER shall revise plans and specifications, as required,
at its own cost and expense. However, if design changes are required due to
the changes in the permitting authorities' published design criteria and/or
practice standards criteria which are published after the date of this
Agreement which the ENGINEER could not have been reasonably aware of,
the ENGINEER shall notify the CITY of such changes and an adjustment in
compensation will be made through an amendment to this AGREEMENT.
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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P. Schedule
ENGINEER shall manage the PROJECT in accordance with the schedule
developed per Attachment D to this AGREEMENT.
Article V
Obligations of the City
A. City -Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for
the ENGINEER's performance of its services. The CITY will perform, at no
cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection
with the ENGINEER's services. The CITY will be responsible for all acts of the
CITY's personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses required
by local, state, or federal authorities; and land, easements, rights -of -way, and
access necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and
other consultants as the CITY deems appropriate; and render in writing
decisions required by the CITY in a timely manner in accordance with the
project schedule prepared in accordance with Attachment D.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or
timing of the ENGINEER's services or of any defect in the work of the
ENGINEER or construction contractors.
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior
role in the generation, treatment, storage, or disposition of such
materials. In consideration of the associated risks that may give rise to
claims by third parties or employees of City, City hereby releases
ENGINEER from any damage or liability related to the presence of such
materials.
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous substances, contaminants, or asbestos is
a result of ENGINEER's negligence or if ENGINEER brings such
hazardous substance, contaminant or asbestos onto the project.
G. Contractor Indemnification
The CITY agrees to include in all construction contracts the provisions of
Article IV.E. regarding the ENGINEER's Personnel at the construction site,
and provisions providing for contractor indemnification of the CITY and the
ENGINEER for contractor's negligence.
H. Contractor Claims and Third -Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering services
performed. Only the CITY will be the beneficiary of any
undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third -party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third -party beneficiary rights under this Agreement.
(4) Nothing contained in this Section H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required
or requested assistance to support, prepare, document, bring, defend, or
assist in litigation undertaken or defended by the CITY. In the event CITY
requests such services of the ENGINEER, this AGREEMENT shall be
amended or a separate agreement will be negotiated between the parties.
J. Changes
The CITY may make or approve changes within the general Scope of
Services in this AGREEMENT. If such changes affect the ENGINEER's cost
of or time required for performance of the services, an equitable adjustment
will be made through an amendment to this AGREEMENT with appropriate
CITY approval.
Article VI
General Legal Provisions
A. Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon
receipt of a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of
the ENGINEER, whether in hard copy or in electronic form, are instruments
of service for this PROJECT, whether the PROJECT is completed or not.
Reuse, change, or alteration by the CITY or by others acting through or on
behalf of the CITY of any such instruments of service without the written
permission of the ENGINEER will be at the CITY's sole risk. The CITY shall
own the final designs, drawings, specifications and documents.
C. Force Majeure
CITY and ENGINEER shall exercise their best efforts to meet their
respective duties and obligations as set forth in this Agreement, but shall
not be held liable for any delay or omission in performance due to force
majeure or other causes beyond their reasonable control, including, but not
limited to: acts of the public enemy, fires, strikes, lockouts, natural disasters,
epidemics/pandemics, wars, riots, material or labor restrictions by any
governmental authority and/or any other similar causes.
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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D. Termination
(1) This AGREEMENT may be terminated
a.) by the City for its convenience upon 30 days' written notice to
ENGINEER.
b.) by either the CITY or the ENGINEER for cause if either party fails
substantially to perform through no fault of the other and the
nonperforming party does not commence correction of such
nonperformance within 5 days' written notice or thereafter fails to
diligently complete the correction.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Reasonable cost of reproduction or electronic storage of partial or
complete studies, plans, specifications or other forms of ENGINEER'S
work product;
b.) The reasonable time requirements for the ENGINEER'S personnel to
document the work underway at the time of the CITY'S termination for
convenience so that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will
submit to the CITY an itemized statement of all projected termination
expenses. The CITY'S approval shall be obtained in writing prior to
proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for
the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule,
commitment and cost of the ENGINEER's personnel and subcontractors, and
ENGINEER's compensation will be made.
F. Indemnification
The ENGINEER shall indemnify or hold harmless the CITY against
liability for any damage committed by the ENGINEER or ENGINEER's
agent, consultant under contract, or another entity over which the
ENGINEER exercises control to the extent that the damage is caused by
or resulting from an act of negligence, intentional tort, intellectual
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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property infringement, or failure to pay a subcontractor or supplier. CITY
is entitled to recover its reasonable attorney's fees in proportion to the
ENGINEER's liability.
G. Assignment
ENGINEER shall not assign all or any part of this AGREEMENT without the
prior written consent of CITY.
H. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT,
its interpretation and performance, and any other claims related to it. The
venue for any litigation related to this AGREEMENT shall be Tarrant County,
Texas.
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 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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The failure of CITY or ENGINEER to insist upon the performance of any
term or provision of this Agreement or to exercise any right granted herein
shall not constitute a waiver of CITY's or ENGINEER's respective right to
insist upon appropriate performance or to assert any such right on any
future occasion.
L. Immigration Nationality Act
ENGINEER shall verify the identity and employment eligibility of its
employees who perform work under this Agreement, including completing
the Employment Eligibility Verification Form (1-9). Upon request by CITY,
ENGINEER shall provide CITY with copies of all 1-9 forms and supporting
eligibility documentation for each employee who performs work under this
Agreement. ENGINEER shall adhere to all Federal and State laws as well
as establish appropriate procedures and controls so that no services will be
performed by any ENGINEER employee who is not legally eligible to
perform such services. ENGINEER SHALL INDEMNIFY CITY AND HOLD
CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES
DUE TO VIOLATIONS OF THIS PARAGRAPH BY ENGINEER,
ENGINEER'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR
LICENSEES. CITY, upon written notice to ENGINEER, shall have the right
to immediately terminate this Agreement for violations of this provision by
ENGINEER.
M. Prohibition On Contracts With Companies Boycotting Israel
ENGINEER unless a sole proprietor, acknowledges that in accordance with
Chapter 2271 of the Texas Government Code, if ENGINEER has 10 or
more full time -employees and the contract value is $100,000 or more, the
City is prohibited from entering into a contract with a company for goods or
services unless the contract contains a written verification from the
company that it: (1) does not boycott Israel; and (2) will not boycott Israel
during the term of the contract. The terms "boycott Israel" and "company"
shall have the meanings ascribed to those terms in Section 808.001 of the
Texas Government Code. By signing this contract, ENGINEER certifies
that ENGINEER'S signature provides written verification to the City
that if Chapter 2271, Texas Government Code applies, ENGINEER: (1)
does not boycott Israel; and (2) will not boycott Israel during the term
of the contract.
N. Prohibition on Boycotting Energy Companies
ENGINEER acknowledges that in accordance with Chapter 2274 of the
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
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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 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
Revised Date: November 23, 2021
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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 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [1051081
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Duly executed by each party's designated representative to be effective on the date
subscribed by the City's designated Assistant City Manager.
BY:
CITY OF FORT WORTH
Fernando Costa
Assistant City Manager
Date: Feb 7, 2024
ATTEST:
Jannette S. Goodall
City Secretary
BY:
ENGINEER
Raymond L. Goodson, Jr.,
Consulting Engineers
Brent E. Lewis, P.E.
Senior Associate
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aA °°�'s°° Date:
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APPROVAL RECOMMENDED:
By; Christopher Harter (Feb 2, 202414:09 CST)
Chris Harder, P. E.
Director, Water Department
APPROVED AS TO FORM AND LEGALITY
By: Douglas Black (Feb 7, 2024 09:45 CST)
Douglas W. Black
Sr. Assistant City Attorney
Contract Compliance Manager:
Inc. d/b/a RLG
Form 1295 No. 2023-1093710
M&C No.: 24-0076
M&C Date: 01/23/2023
By signing, I acknowledge that I am the person responsible for the monitoring and
administration of this contract, including ensuring all performance and reporting
requirements.
Dena Johns , P.E.
Project Manager
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
City of Fort Worth, Texas [W/SS Repl. Contract 2023, WSM-M]
Standard Agreement for Engineering Related Design Services [105108]
Revised Date: November 23, 2021
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ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
ATTACHMENT A
Scope for Enaineerina Desiqn Related Services for Water and/or Sanitary Sewer Improvements
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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.
CITY OF FORT WORTH WATER DEPARTMENT
WATER AND SANITARY SEWER REPLACEMENT
Street Limits CD
Water and Water
Water Sewer
Sewer
Notes:
Sewer Map No LF
Size LF
Size
Barnett St. (Montclair Dr. to 11
2070-392 1,668
8" 406
8"
L-6477, L-6377
Watson St.)
Holt St. (Barnett SSt. toKemble 11
2070-392 693
8"
Junius St. (Normandy Rd. to 11
2070-392 1099
8"
Barnett St.)
Queen St. (Barnett St. to 125' NE 11
2070-392 620
8" 701
8"
L-8663
of Dead End)
Queen Ct. (Queen E . o Dead 11
2070-392 187
8"
(100' SW of Queen Ct.
Queen Ct./ Dead -End, through 11
2070-392
581
8"
L-8667, L-6080
Easement Lots 15 & 8 to Watson
St.)
Watson St. (Barnett St. to Dead 11
2070-392 894
8" 713
8„
L-7541, L-7540,
End)
L-6081, L-6080
W. Watson Rd. (Watson Stt..)to Dead 11
2070-392 384
8" 315
8"
L-7540
En
Kemble St. (75' W of Watson St. 11
2070-392 50
8"
to Watson St.)
Watson Ct. (Watson St. to Dead 11
2070-392/ 270
8" 292
8"
L-6080A
End)
2078-392
N. Tierney Ct. (TierneyE dd.)to Dead 11
2078-396 288
8"
Cliffview Dr. (Tierney RRdd. jo Jenson 11
2078-396 343
8" 240
8"
L-5650
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 1 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
Blue Valley Ct.
(Wilson d. to Dead
11
2078-396
916 8"
1,032
8"
L-6241
E
Existing Easements
(Jenson Rd. to Wilson
between Lots 4&14
Rd)
11
2078-392
534
8"
L-5571, L-4570
and 5&13
Existing Easements
(Pyron Ave. to 165' N
in Rear of Lots of
of Wilson Ave.)
11
2078-392
812
8"
L-4571, L-4570
Golf Crest Addition
Blue Ridge Ct.
(Wilson d. to Dead
11
2078-396
363 8"
353
8"
L-5779
E
Parham Ct.
(130' E of Wilson Rd.
11
2078-396/
400 8"
514
8"
L-6476, L-7120
to Dead End)
2078-392
Wilson Rd.
(Briarwood Ln. to 240,
11
2078-392
865 8"
1,090
8"
L-5780, L-4569
S of Timberwilde Cir.)
Colony Hill Rd.
(Wilson Rd. to both
11
2078-396
1,123 8"
872
8
L-7200,
Dead Ends)
L-7201, L-7198
Timberwilde Cir.
(Wilson Rd. to 160' E
11
2078-392
502 8"
415
8"
L-5221
of Dead End)
Rear of Lots along
(Sutton Place Block 1
11 R to Schmickle
2078-396/
L-5221,
MeadoLot
brook Golf
Maurice Subdivision
11
2078 392
1,070
8"
L-7196, L-7197
Course
Course
Lot 1 RA)
Total Water 10,665 LF
Total
Sanitary Sewer 9,940 LF
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
■ proactively address issues with the CITY's Project Manager and others as
necessary to make progress on the work.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 2 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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
• 10 MWBE reports will be prepared
• 4 meetings with city staff
• 10 monthly water department progress reports will be prepared
• 10 monthly project schedule updates will be prepared
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 3 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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
• ENGINEER shall advise the CITY of test borings and other subsurface
investigations that may be needed for the project. If the CITY determines that
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 4 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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
• 0 Geotechnical borings are expected for this project.
• 2 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 11"x17" size fold outs bound in the report
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in Buzzsaw
• 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:
• Cover Sheet
• A Project Control Sheet, showing all Control Points, used or set while gathering
data. Generally on a scale of not less than 1:400. The following information shall
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 5 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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.
• Benchmarks per 1,000 ft of plan/profile sheet — two or more.
• Bearings given on all proposed centerlines, or baselines.
• Station equations 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
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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 6 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
the design of the sewer service line until after a Quality Level A Subsurface Utility
Engineering (SUE investigation has been performed). The Level A SUE will be
performed; (1) by the ENGINEER if included in the fee proposal; or (2) by the CITY
prior to bidding if the CITY determines that it is needed for satisfactory completion
of the design; or (3) by the Contractor after the project has been bid, by means of a
bid item to that effect. In all options, the ENGINEER shall propose appropriate de -
hole locations in the project and collect flow line elevation and other applicable
information of the sewer service line. The ENGINEER shall use this information to
provide the design for the sanitary sewer service line to be rerouted or relocated.
• Provide map showing location of new manhole construction at the end of existing
sewer segments, 90 degree bends, or tee connections. Site survey or specific
design plans for manhole construction is not included as part of the scope. The
contract documents shall specify that it is the Contractor's responsibility to
coordinate utility location, etc. manhole construction.
The ENGINEER will prepare standard and special detail sheets for water line
installation and sewer rehabilitation or replacement that are not already included in
the D-section of the CITY's specifications. These may include connection details
between various parts of the project, tunneling details, boring and jacking details,
waterline relocations, details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
3.2. Geotechnical Investigation
• Soil investigations, including field and laboratory tests, borings, related
engineering analysis and recommendations for determining soil conditions will be
made.
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
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 Buzzsaw for
forwarding to all utility companies which have facilities within the limits of the
project. The DWF files should be created directly from the CAD files as opposed
to PDF files.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 7 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
3.5. Traffic Control Plan
• Develop a traffic control plan utilizing standard traffic reroute configurations
posted as "Typicals" on the CITY's Buzzsaw website. The typicals need not be
sealed individually, if included in the sealed contract documents.
• 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
• 1 public meeting(s) will be conducted or attended during the preliminary
design phase.
• 0 borings at an average bore depth of N/A feet each will be provided.
• Traffic Control "Typicals" will be utilized to the extent possible. It is assumed an
additional 1 project specific traffic control sheets will be developed.
• 2 sets of 11 "x17" size plans will be delivered for the Constructability
Review.
• 2 sets of 11 "x17" size plans will be delivered for the Preliminary Design
(60% design).
• 2 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 Buzzsaw.
• The CITY's front end and technical specifications will be used. The ENGINEER
shall supplement the technical specifications if needed.
• 1 set 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.
DELIVERABLES
A. Preliminary Design drawings and specifications
B. Utility Clearance drawings
C. Traffic Control Plan
D. Storm Water Pollution Prevention Plan
E. Estimates of probable construction cost
F. Data Base listing names and addresses of residents and businesses affected by
the project.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 8 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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
• 2 sets of 11"x17" size drawings and 1 set of 22"x34" size drawings and
1 set of 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 Buzzsaw.
• 2 sets of 11"x17" 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 Buzzsaw.
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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 9 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
5.1. Bid Support
• The ENGINEER shall upload all plans and contract documents onto Buzzsaw 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 Buzzsaw 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
Buzzsaw from documents sold and from Contractor's uploaded Plan Holder
Registrations in Buzzsaw.
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 Buzzsaw 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 Buzzsaw and
mail addenda to all plan holders.
• Attend the prebid conference in support of the CITY.
• Assist the CITY in determining the qualifications and acceptability of prospective
contractors, subcontractors, and suppliers.
• When substitution prior to award of contracts is allowed in the contract
documents, the ENGINEER will advise the CITY as to the acceptability of
alternate materials and equipment proposed by bidders.
• Attend the bid opening in support of the CITY.
• Tabulate and review all bids received for the construction project, assist the CITY
in evaluating bids, and recommend award of the contract. A copy of the Bid
Tabulation and the CFW Data Spreadsheet created utilizing CFW Bidtools only
are to be uploaded into the project's Bid Results folder on Buzzsaw.
• Incorporate all addenda into the contract documents and issue conformed sets.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 10 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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
Buzzsaw.
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:
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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
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ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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.
• 5 sets of construction documents will be sold to and made available on
Buzzsaw for plan holders and/or given to plan viewing rooms.
• 5 sets of 11"x17" size and 5 sets of 22"x34" size drawing plans
and 5 sets of specifications (conformed, if applicable) will be delivered to the
CITY.
• PDF, DWF and DWG files will be uploaded to Buzzsaw.
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.
• 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:
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 12 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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.
1) Record Drawings shall also be submitted in both Adobe Acrobat PDF format
(version 6.0 or higher) format and DWF format. There shall be one (1) PDF file
and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for
the Water plan set. Each PDF and DWF file shall contain all associated sheets
of the particular plan set. Sinqular PDF and DWF files for each sheet of a
plan set will not be accepted. PDF and DWF files shall conform to naming
conventions as follows:
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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 13 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
Both PDF and DWF files shall be uploaded to the project's Record Drawings folder
in Buzzsaw.
ASSUMPTIONS
• 3 RFI is assumed.
• 0 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.
• 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 Buzzsaw 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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 14 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
• The documentation shall be provided in conformance with the checklists and templates
available on the CITY's Buzzsaw site.
ASSUMPTIONS
12 Easements or right-of-way documents will be necessary.
36 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
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.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 15 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
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 Buzzsaw site.
ASSUMPTIONS
• Topographic survey at intersection will include no more than 100 ft. in each direction.
DELIVERABLES
A. Copies of field survey data and notes signed and sealed by a licensed surveyor.
B. Drawing of the project layout with dimensions and coordinate list.
TASK 9. PLAN SUBMITTAL CHECKLISTS
Engineer shall complete and submit Plan Submittal Checklists in accordance with the
following table:
Attachment "A"
Type
Street
Storm Water
PLAN SUBMITTAL CHECKLIST REQUIREMENTS
Traffic
Traffic
Traffic
Street
Water
Control
Control
Control
Traffic
Storm
Storm
Lights
/Sewer
Traffic
30%
60%
90%
Signal
Water
Water
(Submit
(Submit
Engineering
(Submiitt All
30%
60%
All @
All @
(Submit All
°
30%
60%)
° °
Required for all work
in City
ROW
X
X
X
X
V
X
X
X
X
X
X
X
X
X
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 16 of 17
ATTACHMENT
DESIGN SERVICES FOR
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
CITY PROJECT NO.: 105108
Water / Sewer I I I X
*If included in street project
X I X
Additional Services not included in the existing Scope of Services — CITY and
ENGINEER agree that the following services are beyond the Scope of Services described in
the tasks above. However, ENGINEER can provide these services, if needed, upon the
CITY's written request. Any additional amounts paid to the ENGINEER as a result of any
material change to the Scope of the Project shall be agreed upon in writing by both parties
before the services are performed. These additional services include the following:
• Negotiation of easements or property acquisition including temporary right -of -entries.
• Services related to development of the CITY's project financing and/or budget.
• Services related to disputes over pre -qualification, bid protests, bid rejection and re-
bidding of the contract for construction.
• Construction management and inspection services
• Performance of materials testing or specialty testing services.
• Services necessary due to the default of the Contractor.
• Services related to damages caused by fire, flood, earthquake or other acts of God.
• Services related to warranty claims, enforcement and inspection after final
completion.
• Services related to Subsurface Utility Engineering Levels A, B, C or D
• Services related to Survey Construction Staking
• Services related to acquiring real property including but not limited to easements,
right-of-way, and/or temporary right -of -entries.
• Services to support, prepare, document, bring, defend, or assist in litigation
undertaken or defended by the CITY.
• Performance of miscellaneous and supplemental services related to the project as
requested by the CITY.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.1.2014
Page 17 of 17
ATTACHMENT B
COMPENSATION
Engineering Design Services for:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
City Project No. 105108
Lump Sum Project
Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $ 527,990.00 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
TPW and the Water Departments monthly progress reports and schedules in the
format required by the City.
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 8.09.2012
Page 1 of 3
AN
ATTACHMENT B
COMPENSATION
IV. Summary of Total Project Fees
Firm Primary Responsibility I Water Dept.
Fee Amount
Prime Consultant
RLG Consulting Engineers Surveying, Paving, Water I $ 461,990.00 87.5%
d Sanitary Sewer Design
Proposed MWBE Sub -Consultants
Multatech Paving, Water and Sanitary $ 65,000.00 12.3%
Sewer Design
PIC Printing Reproduction $ 1,000.00 0.2%
Non-MWBE Consultants
TOTAL $ 66,000.00 100.0%
TOTALS $
COMBINED GRAND TOTAL
Project Number & Name Total Fee
WATER AND SANITARY SEWER
REPLACEMENTS CONTRACT 2022, WSM-T $ 527,990.00
City Project No. 104836
City MWBE Goal = 12.0%
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 8.09.2012
Page 2 of 3
- 1 0.0%
527,990.001 100%
MBE/SBE %
12.5%
Consultant Committed Goal = 12.5%
AM
EXHIBIT "13-1"
ENGINEER INVOICE
(Supplement to Attachment B)
Engineering Design Services for:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
City Project No. 105108
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 8.09.2012
Page 3 of 3
AM
Professional Services Invoice Project Manager: IDena Johnson, P.E.
Project: IWATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
City Project #: 1105108
City Sec Number:
Company Name: IRLG Consulting Engineers
Suppliers PM: Brent E. Lewis, P.E.
Supplier Invoice #:
Payment Request #:
Service Date:From
Service Date:To
Invoice Date:
Supplier Instructions:
Summary
Fill in green cells including Invoice Number, From and To Dates and the included worksheets
When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the
Consultant folder within Project's folder.
email: r(817)687-0800
nc.com
Office Addresskery Boulevard, Suite 105, Fort Worth, TX 76104
Telephone:
Fax: 805
Remit Address
Agreement LTD
Agreement
Amendment Amount to Completed Percent ($) Invoiced Current
Remaining
Sheet FID and Work Type Description
Amount
Amount Date Amount Spent Previously Invoice
Balance
Work Type 1 Water Improvements
I $273,284.00
$273,284.00
$273,284.00
Work Type 2 Sanitary Sewer Improvements
$254,706.001
$254,706.00
$254,706.00
Totals This Invoice
$527,990.00
$527,990.00
$527,990.00
Overall Percentage Spent:
Professional Services Invoice Project Manager: Dena Johnson, P.E
Project: WATER AND SANITARY SEWER REPLACEME
City Project M 105108
Work Type Desc: lWater Improvements 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' Ri Consulting Engineers
Suppliers PM: Brent E. Lewis, P.E.
email: blewis@rlginc.com
Supplier Invoice M
Office Address: 825 W. Vickery Boulevard, Suite 105, Fort Worth, TX 76104
Payment Request M
Telephone: (817) 687-0800
Service Date:From
Fax: (817) 687-0805
Service Dati
Remit
Invoice Date:
Address:
Pay Items Agreement LTD
Agreement Amendment Amendment Amount to Completed
Description Amount Number Amount Date Amount
30 - Design $273,284.00 $273,284.00
Percent ($) Invoiced
Spent Previously
Current
Invoice
Remaining
Balance
$273,284.00
Totals This Unit: $273,284.00 $273,284.00 $273,284.00
Overall Percentage Spent:
Professional Services Invoice Project Manager: Dena Johnson, RE
Project: WATER AND SANITARY SEWER REPLACEM
City Project #: 105108
Work Type Desc: Sanitary Sewer Improvements 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: RLG Consulting Engineers
Supplier's PM: Brent E. Lewis, P.E.
Supplier Invoice #:
Payment Request #:
Service Date:From
Service Date:To
Invoice Date:
Pay Items
30 - Design
Description
Totals This Unit:
email: blewis@rlginc.com
Office Addressl825 W. Vickery Boulevard, Suite 105, Fort Worth, TX 76104
Telephone: (817) 687-0800
Fax: (817) 687-0805
Remit
Address:
Agreement LTD
Agreement Amendment Amendment Amount to Completed
Amount Number Amount Date Amount
$254,706.00 $254,706.00
$254,706.00
$254,706.00
Overall Percentage Spent:
Percent ($) Invoiced
Spent Previously
Current Remaining
Invoice Balance
$254,706.00
$254,706.00
Level of Effort Spreadsheet
TASK/HOUR BREAKDOWN
Water Department Design Services for
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
City Project No. 105108
Task Description Project Project
Task No. Principal
Maniap@@ Engineer
Rate $2u' S2� $160
EIT
$140
Labor (hours
CADD RPLS
$13 $220
Survey
Tech
$130
Survey
Admin.
Crew
$14 $80
Total Labor
Cost
Subconsultant Expense
Subconsultant
Reproduction
MWBE Non-MWBE
Total Expense
Cost
Task
Sub Total
Remaining
% Complete
Budget
1.0 Project ManiQ�ment 0 14 34 0 0 0 0 0 20
1.1 Managing the TTeam
1.1.2 QA/QC
1.2 Communications and Reporting
1.2.1 Pre -Design Coordination Meeting (assumes 1 meeting) 2 2
1.2.2 Design Submittal Review Meeti (( umes 3 meeti9,p�) 12 12
1.2.3 Prepare Monthly Progress Repor�(assumes 10 months) 10 10
1.2.4 Prepare Monthly MBE/SBE Reports (assumes 10 months) 10 10
2.0 Conceptual Design (30Fercent� 0 46 92 136 240 0 0 0 16
2.1 Data Collection assumes 20,605 F Total) 2 4 8 8
2.2 Conceptual Design Package (assumes 2 ,605 LF total) 40 80 120 240
2.3 Construction Estimate (30%) 4 8 8 8
13.0 Preliminar`(Des'N(60-Percent) 2 70 116 160 312 0 0 0 2
3.1 Preliminary Designbrawmas 60 110 150 300
3.2 Constiuctability Review 2
3.3 Public Meeting 4 4 8
3.4 Utility Clearance 2 4
3.5 Traffic Control Plan 2 2 4
3.6 Construction Estimate (60%) 2 4 2 2
4.0 'Final Deal to 0 30 70 134 260 0 0 0 52
4.1 Final Dra1i190%) Construction Plans and Specifications 20 50 90 180 34
4.2 Final (100/ ) Plans and Specifications 8 16 40 80 14
4.3 Construction Estimates (90% and 100%) 2 4 4 4
$10,120
$ $0 $0
$0
$10,120
$10,120
$760
$4,560
$2,400
$2,400
$94,360
$2,840
$87,600
$3,920
$115,610
$108,800
$530
$2,480
$1,000
$1,280
$1,520
$760
$760
$4,560
$2,400
$4,560
$2,400
$2,400
$2,400
$76,360
E 18,000
$0
$0
$18,000
$94,360
$2,840
$69,600
$ 18,000
$2,840
$18,000
$87,600
$3,926
$3,920
$97,610
$ 18,000
$0
$0
$18,000
$115,610
$90,800
$530
$ 18,000
$ 26,000
$0
$0
$18,000
$108,800
$530
$2,480
$1,000
$2,4801
$1,000
$1,280
$1,520
$1,280
$1,520
$74,520
$26,000
$100,520
$100,520
$51,120
$21,445
$ 18.000
$ 8,000
$18,000
$69,120
$69,120
$29,440
$1,960
$8,000
$29,440
$1,960
$1,960
5.0 'Bid Phase 0
5.1 Bid Support
5.1.1 Upload and Sell Contract Documents and Maintain Plan Holders List
5.1.2 Issue Addenda (assumes 3)
5.1.3 Attend Pre-bitl onference
5.1.4 Tabulate Bids and Recommend Award
5.1.5 Is sue Conformed Contract Documents
9
0
21
6
0
0
0
11
$6,580
$
$0
$1,000
$1,000
$7,580
$7,580
$1,320
$2,100
$720
$940
$2,500
2
3
2
1
1
4
3
2
4
8
6
4
3
2
2
$1,320
$1,000
$1,320
$2,100
$726
$2,100
$720
$940
$1,500
$940
$1,000
$2,500
6.0 Construction Phase Services 0 46 4 62 24 0 0 0 11
6.1 Construction Support
6.1.1 Attend Precenstruction Conference 2 2
6.1.2 Attend Public Meeting 2 2
1 6.1.3 Project Site Visits (assumes 15 mo of censtr & 1 visit per wk) 30 30
1 6.1.4 Shop Drawir)Submittal Review 2 4 8 8
1 6.1.5 Request for Iyynformation Review (assumes 3) 6 12 3
1 6.2 Record Drawings 4 8 24
17.0 ROW/Easement Services 0 4 0 0 60 36 68 68 72
7.1 Right -of -Way Research 8 16
7.2 Right-of-Way/Easement Prarration and Submittal (assumes 12 permanent) 60 36 60 60 24
7.3 temporary Right of Entry Submittal (assumes 36) 4 8 32
6.0 urve`�.( 0 12 0 0 280 40 120 280 0
8.1 Desi n 7 12 280 40 120 280
$23,440
$3,000
$0
$0
$3,000
$26,440
$26,440
$720
$720
$10,800
$2,840
$3,240
$8,120
$40,720
$2,320
$33.840
$4,560
$102,640
$102,640
$726
$3,000
$720
$720
$10,800
$720
$10,800
$2,840
$3,240
$2,840
$3,240
$5,120
$3,000
$8,120
$40,720
$
$0
$0
$0
$40,720
$2,320
33,840
$4,560
E112,641
E
$0
$0
$0
E102,640
$102,640
$102,640
9.0 Pdditi 1 Cif� Directed Services
g.1 Additional so%iices as Requested by the City
$30,000
$0
$0
$0
$30,000
$30,000
$30,000
$30,000
$30,000
Totaisl 2 231 316
Foot pp %Foot p DestJpJ� Fee
Waterl �10,66 �5 ° $ 273,284
Sewed 9,940J 48%J $ 254,706
Totall 20,60'1 100°01 $ 527,990
1 513
1,182
1 76
188
348
184
1 $461,9901
$ 65,000
$0
$1,000
$65,000
E527,990 0% $527,990
Project Summary
Total Hours 3,040
Total Labor $461,990
Total Expense $68,000
MBE/SBE Subconsultanf $66,000
Contract
TOTAL
Water and Sewer
Water
Foo� % $
10,665I 52%J $ 273,284
10,665 52°0 $ 273,284
Design Breakdown
Sanitary Sewer
LF� %
9,940J 48%J $ 254,706
9,94 1 48°0l $ 254,706
Total Cost
$ 527,990
$ 527,990
% Complete Remaininq Budge
0° J $ 527,990
0°0l $ 527,990
Non-MBE/SBE Subconsultant $0
5% PSub Markup
M� �Prollc�ptp 1 $527,990
City of Fort Worth, Texas
Attachment B - Level of Effort Supplement
PMO Official Release Date: 8.09.2012
EXHIBIT "B-3"
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SUMMARY
Water Line
Sanitary
LOCATION
Improvements
Sewer Line
Improvements
Barnett St.
$568,950
$170,529
(Montclair Dr. to Watson St.)
Holt St.
$339,706
(Barnett St. to Kemble St.)
Junius St.
$568,950
-
(Normandy Rd. to Barnett St.)
Queen St.
$304,862
$282,089
(Barnett St. to North Dead End)
Queen Ct.
$96,414
$165,726
(Queen St. to East Dead End)
Watson St.
$350,876
$258,885
(Barnett St. to Dead End)
W. Watson Rd.
$145,198
$119,823
(Watson St. to West Dead End)
Kemble St.
$24,244
-
(Watson St. to West)
Watson Ct.
$83,849
$101,913
(Watson St. to East Dead End)
N. Tierney Ct.
$164,469
-
(Tierney Rd. to West Dead End)
Blue Valley Ct.
$345,887
$328,213
(Brentwood Stair Rd. to West Dead End)
Cliffview Dr.
$132,607
$111,514
(Tierney Rd. to Jenson Rd.)
Wilson Rd.
$281,017
$584,177
(S. of Timberwilde Cir. to Briarwood Ln.)
Blue Ridge Ct.
$367,123
$136,212
(Wilson Rd. to West Dead End)
Colony Hill Rd.
$418,187
$393,837
(Wilson Rd. to East Dead Ends)
Parham Ct.
$123,690
$137,041
(Wilson Rd. to West Dead End)
Timberwilde Cir.
$181,686
$283,539
(Wilson Rd. to MeadowbroOK GOIf Course)
Pyron Ave. to Barnett St. _ $211,926
(Rear and Side of Properties between Jenson Rd. and Wilson Rd.)
TOTAL $4,497,716 $3,285,423
Project Total
$739,478
$339,706
$568,950
$586,951
$262,140
$609,761
$265,021
$24,244
$185,763
$164,469
$674,100
$244,121
$865,195
$503,334
$812,024
$260,731
$465,226
$211,926
$7,783,139
B3-1
EXHIBIT "B-4"
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
WATER LINE IMPROVEMENTS
CPMS
Barnett St.
Holt St.
Junius
St.
Queen St.
Queen Ct.
Watson St.
DESCRIPTION OF ITEM
BID No.
UNITS
Qty.
Cost
Qty.
Cost
Qty.
Cost
Qty.
Cost
Qty.
Cost
Qty.
Cost
6" Water Pipe
3311 0141
LF
0
$0.00
0
$0.00
20
$1,400.00
10
$700.00
0
$0.00
20
$1,400.00
8"Water Pipe
33110241
LF
1,670
$125,25000
690
$51,750.00
1,100
$82,50000
620
$46,500.00
185
$13,875.00
895
$67,125.00
Ductile Iron Water Fittings w/ Restraint (6-inch through 12-inch pipe)
3311 0001
TN
167
$10,855 00
0.69
$4,485.00
1 10
$7,150.00
0.62
$4,030.00
0.19
$1,202.50
0.90
$5,817.50
6" Gate Valve
3312 3002
EA
-
$0.00
-
$0.00
2
$2,400.00
1
$1,200.00
-
$0.00
5
$6,000.00
8"Gate Valve
33123003
EA
15
$22,50000
3
$4,500.00
1
$1,500.00
3
$4,500.00
-
$0.00
3
$4,500.00
Fire Hydrant
33120001
EA
-
$0.00
-
$0.00
2
$10,00000
1
$5,000.00
-
$0.00
2
$10,000.00
Connection to Existing 4"-12" Water Main
3312 0117
EA
11
$38,500 00
2
$7,000.00
1
$3,500.00
1
$3,500.00
-
$0.00
-
$0.00
1" Water Service, Meter Reconnection
3312 2001
EA
15
$4,500.00
12
$3,600.00
30
$9,000.00
18
$5,400.00
7
$2,100.00
20
$6,000.00
1" Water Service
33122003
EA
15
$18,00000
12
$14,400.00
30
$36,00000
18
$21,600.00
7
$8,400.00
20
$24,000.00
Remove Concrete Curb & Gutter (Water)
0241 1300
LF
45
$450.00
36
$360 00
96
$960.00
57
$570 00
21
$210.00
66
$660 00
Remove 6" Water Valve
0241 1302
EA
2
$400.00
1
$200 00
2
$400.00
2
$400 00
-
$0.00
4
$800.00
Remove 8" Water Valve
0241 1303
EA
13
$3,250.00
1
$250 00
1
$250.00
-
$0.00
-
$0.00
-
$0.00
Salvage Fire Hydrant
0241 1510
EA
-
$0.00
-
$0.00
2
$1,000.00
1
$500.00
-
$0.00
2
$1,000.00
Salvage 3/4" Water Meter
0241 1511
EA
15
$1,500.00
12
$1,200.00
30
$3,000.00
18
$1,800.00
7
$700.00
20
$2,000.00
Temporary Asphalt Paving Repair (2" HMAC on 6"Flexbose)
32010400
LF
1,895
$37,90000
870
$17,400.00
1,550
$31,00000
890
$17,800.00
290
$5,80000
1,195
$23,900.00
11-inch Pavement Pulverization
241.1700
SY
4,564
$45,64000
2,147
$21,466.67
3,422
$34,22222
1,696
$16,955.56
576
$5,75556
1,675
$16,753.33
Cement-Lime(32lb/SY)
32110601
TN
63
$18,87573
34
$10,304.00
55
$16,42667
27
$8,138.67
9
$2,762.67
27
$8,041.60
3-inch Asphalt Pavement Type"D"
32120303
SY
4,564
$342,30000
2,147
$161,000.00
3,422
$256,66667
1,696
$127,166.67
576
$43,16667
1,675
$125,650.00
6-inch Concrete Curb and 18-inch Gutter (Match Existing)
3216 0102
LF
45
$2,250.00
36
$1,800.00
96
$4,800.00
57
$2,850.00
21
$1,050.00
66
$3,300.00
Topsoil (Water)
3292.0100
CY
3.3
$133.33
27
$10667
6.7
$266.67
40
$16000
1.6
$62.22
44
$17778
Block Sod Replacement (Water)
3292.0200
SY
30
$600.00
24
$48000
60
$1,200.00
36
$72000
14
$280.00
40
$800.00
Temporary Water Services
33040101
LS
015
$5,207.13
0.06
$2,151.45
010
$3,429.84
0.06
$1,933.18
002
$576.84
0.08
$2,790.65
Traffic Control (Water)
3471 0001
Mo
167
$8,350.00
0.69
$3,450.00
1 10
$5,500.00
0.62
$3,100.00
019
$925.00
0.90
$4,475.00
SWPPP z 1 acre (Water)
31250101
LS
015
$371.94
0.06
$15367
010
$244.99
0.06
$13808
002
$41.20
0.08
$19933
Construction Surveying (Water)
99990001
LS
015
$743.88
0.06
$30735
010
$489.98
0.06
$27617
002
$82.41
0.08
$39866
Construction Staking (Water)
99990002
LS
015
$1,487.75
0.06
$61470
010
$979.96
0.06
$55234
0.02
$164.81
0.08
$797.33
Water Construction Allowance
99990003
LS
015
$4,463.25
0.06
$1,844.10
010
$2,939.87
0.06
$1,657.02
002
$494.43
0.08
$2,391.98
Subtotal Cost
$693,528
$308,824
$517,227
$277,148
$87,649
$318,978
10% Contingency
$69,353
$30,882
$51,723
$27,715
$8,765
$31,898
TOTAL Cost
$762,881
$339,706
$568,950
$304,862
$96,414
$350,876
UNIT
TOTAL
TOTAL
COST
COST
50
$70.00
$3,500
5,160
$75.00
$387,000
5
$6,500.00
$33,540
8
$1,200.00
$9,600
25
$1,500.00
$37,500
5
$5,000.00
$25,000
15
$3,500.00
$52,500
102
$30000
$30,600
102
$1,200.00
$122,400
321
$1000
$3,210
11
$200.00
$2,200
15
$250.00
$3,750
5
$500.00
$2,500
102
$10000
$10,200
6,690
$2000
$133,800
14,079
$1000
$140,793
215
$300 00
$64,549
14,079
$7500
$1,055,950
321
$5000
$16,050
23
$40 00
$907
204
$20.00
$4,080
0.46
$35,000.00
$16,089
5
$5,000.00
$25,800
046
$2,500.00
$1,149
046
$5,000.00
$2,298
0.46
$10,000.00
$4,597
0.46
$30,000.00
$13,791
Subtotal Water
$2,203,354
10% Contingency
$220,335
TOTAL Water
$2,423,689
B4-1
EXHIBIT "B-4"
ITEM
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
WATER LINE IMPROVEMENTS
CPMS
W. Watson Rd.
Kemble St.
Watson Ct.
N. Tierney Ct.
Blue Valley Ct.
Cliffview Dr.
UNIT
TOTAL
DESCRIPTION OF ITEM
BID No.
UNITS
TOTAL
COST
COST
oty.
Cost
oty.
Cost
Qty.
Cost
oty.
Cost
oty.
Cost
oty.
Cost
6" Water Pipe
3311 0141
LF
10
$700.00
0
$0.00
0
$0.00
10
$700.00
20
$1,400.00
0
$0.00
40
$70.00
$2,800
8"Water Pipe
33110241
LF
390
$29,25000
50
$3,750.00
270
$20,25000
288
$21,600.00
920
$69,000.00
340
$25,500.00
2,258
$75.00
$169,350
Ductile Iron Water Fittings w/ Restraint (6-inch through 12-inch pipe)
3311 0001
TN
039
$2,535.00
0.05
$325 00
027
$1,755.00
0.29
$1,872.00
092
$5,980.00
0.34
$2,210.00
2
$6,500.00
$14,677
6" Gate Valve
33123002
EA
1
$1,200.00
-
$0.00
-
$0.00
1
$1,200.00
2
$2,400.00
-
$0.00
4
$1,200.00
$4,800
8" Gate Valve
33123003
EA
-
$0.00
-
$0.00
-
$0.00
1
$1,500.00
1
$1,500.00
2
$3,000.00
4
$1,500.00
$6,000
Fire Hydrant
33120001
EA
1
$5,000.00
-
$0.00
-
$0.00
1
$5,000.00
2
$10,000.00
-
$0.00
4
$5,000.00
$20,000
Connection to Existing 4"-12" Water Main
3312 0117
EA
-
$0.00
-
$0.00
-
$0.00
1
$3,500.00
1
$3,500.00
2
$7,000.00
4
$3,500.00
$14,000
1" Water Service, Meter Reconnection
33122001
EA
7
$2,100.00
1
$30000
5
$1,500.00
11
$3,300.00
20
$6,000.00
6
$1,800.00
50
$30000
$15,000
1" Water Service
33122003
EA
7
$8,400.00
1
$1,200.00
5
$6,000.00
11
$13,200.00
20
$24,000.00
6
$7,200.00
50
$1,200.00
$60,000
Remove Concrete Curb & Gutter (Water)
02411300
LF
21
$210.00
3
$3000
15
$150.00
33
$330.00
60
$600.00
18
$18000
150
$1000
$1,500
Remove 6" Water Valve
02411302
EA
1
$200.00
-
$0.00
1
$200.00
1
$20000
2
$400.00
2
$40000
7
$20000
$1,400
Remove 8" Water Valve
0241 1303
EA
-
$0.00
1
$250 00
-
$0.00
1
$250 00
1
$250.00
-
$0.00
3
$250.00
$750
Salvage Fire Hydrant
0241 1510
EA
1
$500.00
-
$0.00
-
$0.00
1
$500 00
2
$1,000.00
-
$0.00
4
$500.00
$2,000
Salvage 3/4"Water Meter
02411511
EA
7
$700.00
1
$10000
5
$500.00
11
$1,100.00
20
$2,000.00
6
$600.00
50
$100.00
$5,000
Temporary Asphalt Paving Repair (2" HMAC on 6" Flexbase)
3201 0400
LF
495
$9,900.00
65
$1,300.00
345
$6,900.00
453
$9,060.00
1,220
$24,400 00
430
$8,600.00
3,008
$20 00
$60,160
11-inch Pavement Pulverization
241.1700
SY
725
$7,248.89
156
$1,555.56
386
$3,857.78
896
$8,960.00
1,633
$16,33333
653
$6,533.33
4,449
$1000
$44,489
Cement-Lime(32lb/SY)
32110601
TN
12
$3,479.47
2
$74667
6
$1,851.73
14
$4,300.80
26
$7,840.00
10
$3,136.00
71
$30000
$21,355
3-inch Asphalt Pavement Type"D"
32120303
SY
725
$54,36667
156
$11,666.67
386
$28,93333
896
$67,200.00
1,633
$122,500.00
653
$49,000.00
4,449
$7500
$333,667
6-inch Concrete Curb and 18-inch Gutter (Match Existing)
3216 0102
LF
21
$1,050.00
3
$150 00
15
$750.00
33
$1,650.00
60
$3,000.00
18
$900 00
150
$50 00
$7,500
Topsoil (Water)
32920100
CY
1.6
$62.22
02
$8.89
1.1
$44.44
24
$9778
4.4
$177.78
1.3
$53.33
11
$40.00
$444
Block Sod Replacement (Water)
32920200
SY
14
$280.00
2
$4000
10
$200.00
22
$44000
40
$800.00
12
$240.00
100
$2000
$2,000
Temporary Water Services
33040101
LS
003
$1,216.04
0.00
$15590
002
$841.87
0.03
$89800
008
$2,868.60
0.03
$1,060.13
020
$35,000.00
$7,041
Traffic Control (Water)
34710001
MG
039
$1,950.00
0.05
$25000
027
$1,350.00
0.29
$1,440.00
0.92
$4,600.00
0.34
$1,700.00
2
$5,000.00
$11,290
SWPPP z 1 acre (Water)
31250101
LS
003
$86.86
0.00
$1114
002
$60.13
0.03
$6414
0.08
$204.90
0.03
$75.72
0.20
$2,500.00
$503
Construction Surveying (Water)
99990001
LS
003
$173.72
0.00
$2227
002
$120.27
0.03
$12829
008
$409.80
0.03
$15145
020
$5,000.00
$1,006
Construction Staking (Water)
99990002
LS
003
$347.44
0.00
$4454
002
$240.53
0.03
$25657
008
$819.60
0.03
$30290
0.20
$10,000.00
$2,012
Water Construction Allowance
9999.0003
LS
003
$1,042.32
0.00
$13363
002
$721.60
0.03
$76971
008
$2,458.80
0.03
$90869
020
$30,000.00
$6,035
Suototal Cost
$131,999
$22,040
$76,227
$149,517
$314,443
$120,552
Subtotal Water
$814,777
10% Contingency
$13,200
$2,204
$7,623
$14,952
$31,444
$12,055
10% Contingency
$81,478
TOTAL Cost
$145,198
$24,244
$83,849
$164,469
$345,887
$132,607
TOTAL Water
$896,255
B4-2
EXHIBIT " B-4"
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
WATER LINE IMPROVEMENTS
CPMS
Wilson
Rd.
Blue
Ridge Ct.
Colony
Hill Rd.
Parham Ct.
Timberwilde Cir.
UNIT
TOTAL
ITEM
DESCRIPTION OF ITEM
BID No.
UNITS
TOTAL
COST
COST
city.
Cost
city.
Cost
Qty.
Cost
Qty.
Cost
Qty.
Cost
1
6" Water Pipe
3311.0141
LF
0
$0.00
0
$0.00
20
$1,400.00
0
$0.00
10
$700.00
30
$70.00
$2,100
2
8" Water Pipe
3311.0241
LF
865
$64,875.00
920
$69,000.00
1,122
$84,150.00
400
$30,000.00
500
$37,500.00
3,807
$75.00
$285,525
3
Ductile Iron Water Fittings w/ Restraint (6-inch through 12-inch pipe)
3311.0001
TN
0.87
$5,622.50
0.92
$5,980.00
1.12
$7,293.00
0.40
$2,600.00
0.50
$3,250.00
4
$6,500.00
$24,746
4
6" Gate Valve
3312.3002
EA
-
$0.00
-
$0.00
2
$2,400.00
-
$0.00
1
$1,200.00
3
$1,200.00
$3,600
5
8" Gate Valve
3312.3003
EA
5
$7,500.00
-
$0.00
2
$3,000.00
-
$0.00
-
$0.00
7
$1,500.00
$10,500
6
Fire Hydrant
3312.0001
EA
-
$0.00
-
$0.00
2
$10,000.00
-
$0.00
1
$5,000.00
3
$5,000.00
$15,000
7
Connection to Existing 4"-12" Water Main
3312.0117
EA
3
$10,500.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
3
$3,500.00
$10,500
8
1" Water Service, Meter Reconnection
3312.2001
EA
5
$1,500.00
10
$3,000.00
20
$6,000.00
4
$1,200.00
8
$2,400.00
47
$300.00
$14,100
9
1" Water Service
3312.2003
EA
5
$6,000.00
10
$12,000.00
20
$24,000.00
4
$4,800.00
8
$9,600.00
47
$1,200.00
$56,400
10
Remove Concrete Curb & Gutter (Water)
0241.1300
LF
15
$150.00
30
$300.00
60
$600.00
12
$120.00
24
$240.00
141
$10.00
$1,410
11
Remove 6" Water Valve
0241.1302
EA
-
$0.00
-
$0.00
2
$400.00
-
$0.00
-
$0.00
2
$200.00
$400
12
Remove 8" Water Valve
0241.1303
EA
3
$750.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
3
$250.00
$750
13
Salvage Fire Hydrant
0241.1510
EA
-
$0.00
-
$0.00
2
$1,000.00
-
$0.00
1
$500.00
3
$500.00
$1,500
14
Salvage 3/4" Water Meter
0241.1511
EA
5
$500.00
10
$1,000.00
20
$2,000.00
4
$400.00
8
$800.00
47
$100.00
$4,700
15
Temporary Asphalt Paving Repair (2" HMAC on 6" Flexbase)
3201.0400
LF
940
$18,800.00
1,070
$21,400.00
1,422
$28,440.00
460
$9,200.00
620
$12,400.00
4,512
$20.00
$90,240
16
11-inch Pavement Pulverization
241.1700
SY
1,421
$14,208.89
2,313
$23,131.11
2,134
$21,342.22
650
$6,502.22
933
$9,333.33
7,452
$10.00
$74,518
17
Cement-Lime(32lb/SY)
3211.0601
TN
23
$6,820.27
37
$11,102.93
34
$10,244.27
10
$3,121.07
15
$4,480.00
119
$300.00
$35,769
18
3-inch Asphalt Pavement Type "D"
3212.0303
SY
1,421
$106,566.67
2,313
$173,483.33
2,134
$160,066.67
650
$48,766.67
933
$70,000.00
7,452
$75.00
$558,883
19
6-inch Concrete Curb and 18-inch Gutter (Match Existing)
3216.0102
LF
15
$750.00
30
$1,500.00
60
$3,000.00
12
$600.00
24
$1,200.00
141
$50.00
$7,050
20
Topsoil (Water)
3292.0100
CY
1.1
$44.44
2.2
$88.89
4.4
$177.78
0.9
$35.56
1.8
$71.11
10
$40.00
$418
21
Block Sod Replacement (Water)
3292.0200
SY
10
$200.00
20
$400.00
40
$800.00
8
$160.00
16
$320.00
94
$20.00
$1,880
22
Temporary Water Services
3304.0101
LS
0.08
$2,697.10
0.08
$2,868.60
0.10
$3,498.44
0.04
$1,247.22
0.04
$1,559.02
0.34
$35,000.00
$11,870
23
Traffic Control (Water)
3471.0001
MO
0.87
$4,325.00
0.92
$4,600.00
1.12
$5,610.00
0.40
$2,000.00
0.50
$2,500.00
4
$5,000.00
$19,035
24
SWPPP 21 acre (Water)
3125.0101
LS
0.08
$192.65
0.08
$204.90
0.10
$249.89
0.04
$89.09
0.04
$111.36
0.34
$2,500.00
$848
25
Construction Surveying (Water)
9999.0001
LS
0.08
$385.30
0.08
$409.80
0.10
$499.78
0.04
$178.17
0.04
$222.72
0.34
$5,000.00
$1,696
26
Construction Staking (Water)
9999.0002
LS
0.08
$770.60
0.08
$819.60
0.10
$999.55
0.04
$356.35
0.04
$445.43
0.34
$10,000.00
$3,392
27
Water Construction Allowance
9999.0003
LS
0.08
$2,311.80
0.08
$2,458.80
0.10
$2,998.66
0.04
$1,069.04
0.04
$1,336.30
0.34
$30,000.00
$10,175
Subtotal Cost
$255,470
$333,748
$380,170
$112,445
$165,169
Subtotal Water
$1,247,003
10%Contingency
$25,547
$33,375
$38,017
$11,245
$16,517
10%Contingency
$124,700
TOTAL Cost
$281,017
$367,123
$418,187
$123,690
$181,686
TOTAL
Water
$1,371,703
B4-3
EXHIBIT " B-4"
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SANITARY SEWER LINE IMPROVEMENTS
Barnett St.
Queen
St.
Queen
Ct.
Watson
St.
ITEM
DESCRIPTION OF ITEM
CPMS
UNITS
L-477
L •377
L.o63
L -•O80
L-tS67
L ABO
L
BID No.
Qty,
Cost
Qty.
Cost
CRY.
Cost
Qty.
Cost
CRY.
Cost
Qty.
Cost
Qty.
1
8" Sewer Pipe
3331.4115
LF
138
$8,280.00
268
$16,080.00
701
$42,060.00
254
$15,240.00
327
$19,620.00
268
$16,080.00
100
2
8" Pipe Enlargement
3331.1102
LF
-
$0.00
-
$0.06
-
$0.00
-
$0.0
$0.00
$0.0 0
-
3
Service Reinstatement, Pipe Enlargement
3331.1201
EA
-
$0.00
-
$0.06
-
$0.00
-
$0ti
-
$0.00
-
$0.0�
-
4
4" Sewer Service, Reconnection
3331.3311
EA
2
$4,000.00
4
$8,000.06
19
$38,000.00
7
$14,000.0�
7
$14,000.00
4
$8,000.0
4
5
Pre -CCTV Inspection
3301.0001
LF
138
$690.00
268
$1,340.06
701
$3,505.00
254
$1,270.0 i
327
$1,635.00
268
$1,340.06
100
6
Post -CCTV Inspection
3301.0002
LF
138
$414.00
268
$804.06
701
$2,103.00
254
$762.00
327
$981.00
268
$804.06
100
7
Remove 4'Sewer Manhole
0241.2201
EA
2
$2,000.00
1
$1,000.06
3
$3,000.00
2
$2,000.049
1
$1,000.00
1
$1,000.06
-
8
4' Manhole
3339.1001
EA
3
$15,000.00
3
$15,000.06
5
$25,000.00
3
$15,000.0d
3
$15,000.00
2
$10,000.06
1
9
4' Extra Depth Manhole
3339.1003
VF
-
$0.00
-
$0.06
12
$3,000.00
-
$O.OA
12
$3,000.00
-
$0.00
10
Manhole Vacuum Testing
3301.0101
EA
3
$900.00
3
$900.06
5
$1,500.00
3
$900.0d
3
$900.00
2
$600.06
1
11
Epoxy Manhole Liner
3339.0001
VF
-
$0.00
-
$0.06
10
$200.00
12
$240.0d
30
$600.00
-
$0.0
6
12
Concrete Collar
3305.0112
EA
3
$3,000.00
3
$3,000.06
5
$5,000.00
3
$3,000.001
3
$3,000.00
2
$2,000.06
1
13
Remove Concrete Curb & Gutter (Sanitary Sewer)
0241.1300
LF
6
$60.00
12
$120.06
57
$570.00
21
$210.0�
21
$210.00
12
$120.06
12
14
Temporary Asphalt Paving Repair (2" HMAC on 6" Flexbase)
3201.0400
LF
168
$3,360.00
328
$6,560.06
986
$19,720.00
-
$0.0�
255
$5,100.00
328
$6,560.Ot1
160
15
11 inch Pavement Pulverization
241.1700
SY
215
$2,146.67
417
$4,168.86
1,090
$10,904.44
-
$0.0J
233
$2,333.36
417
$4,168.81J
156
16
Cement-Lime(32lb/SY)
3211.0601
TN
3
$1,030.40
7
$2,001.07
17
$5,234.13
0
$0.00J
4
$1,120.06
7
$2,001.0-,'
2
17
3-inch Asphalt Pavement Type"D"
3212.0303
SY
215
$16,100.00
417
$31,266.67
1,090
$81,783.33
-
$0.0�
233
$17,500.00
417
$31,266.6-,'
156
18
6-inch Concrete Curb and 18-inch Gutter (Match Existing)
3216.0102
LF
6
$300.00
12
$600.06
57
$2,850.00
21
$1,050.0
21
$1,050.00
12
$600.O1
12
19
Topsoil (Sanitary Sewer)
3292.0100
CY
0.1
$4.94
0.2
$9.88
1.2
$46.91
0.4
$17.2
0.4
$17.26
0.2
$9.86
0.2
20
Block Sod Replacement (Sanitary Sewer)
3292.0200
SY
1.1
$16.67
2.2
$33.33
10.6
$158.33
3.9
$58.3 1
3.9
$58.33
2.2
$33.3 1
2.2
21
Trench Safety (Sanitary Sewer)
3305.0109
LF
138
$345.00
268
$670.06
701
$1,752.50
254
$635.001
327
$817.56
268
$67021
100
22
Traffic Control (Sanitary Sewer)
3471.0001
M
0.14
$1,035.00
0.27
$2,010.06
0.70
$5,257.50
0.25
$1,905.0
0.33
$2,452.50
0.27
$2,010.0
0.10
23
SWPPP z 1 acre (Sanitary Sewer)
3125.0101
LS
0.01
$104.97
0.03
$203.85
0.07
$533.2x2
0.03
$193.2
0.03
$248.73
0.03
$203.85
0.01
24
Construction Surveying (Sanitary Sewer)
9999.0004
LS
0.01
$69.96
0.03
$135.96
0.07
$355.46
0.03
$128.8 1
0.03
$165.Sx2
0.03
$135.9 1
0.01
25
Construction Staking (Sanitary Sewer)
9999.0005
LS
0.01
$69.96
0.03
$135.96
0.07
$355.46
0.03
$128.80J
0.03
$165.Sx2
0.03
$135.90J
0.01
26
Sanitary Sewer Construction Allowance
9999.0006
LS
0.01
$699.80
0.03
$1,359.03
0.07
$3,554.77
0.03
$1,288.0 1
0.03
$1,658.2x2
0.03
$1,359.0 11
0.01
Su )total Cost
$59,627
$95,399
$256,444
$58,026
$92,634
$89,099
10%Contingency
$5,963
$9,540
$25,644
$5,803
$9,263
$8,910
TOTAL Cost
$65,590
$104,938
$282,089
$63,829
$101,897
$98,008
•081 I
SUB
UNIT
TOTAL
cost
TOTAL
COST
COST
$6,000.00
2,056
$60.00
$123,360
$0.00
0
$120.00
S01
$0.0
0
$500.00
S01
$8,000.00
47
$2,000.00
$94,0001
$500.00
2,056
$5.00
$10,2801
$300.00
2,056
$3.00
$6,1681
$0.0l
10
$1,000.00
$10,0001
$5,000.0�
20
$5,000.00
$100,0001
$0.00
24
$250.00
$6,0001
$300.00
20
$300.00
$6,0001
$120.0
58
$20.00
$1,1601
$1,000.00
20
$1,000.00
$20,0001
$120.00
141
$10.00
$1,4101
$3,200.00
2,225
$20.00
$44,5001
$1,555.5
2,528
$10.00
$25,2781
$746.67
40
$300.00
$12,1331
$11,666.67
2,528
$75.00
$189,5831
$600.0 f
141
$50.00
$7,0501
$9.8
3
$40.00
$1161
$33.33
26
$15.00
$3921
$250.0�
2,056
$2.50
$5,1401
$750.0 1
2
$7,500.00
$15,4201
$76.06
0.21
$7,500.00
$1,5641
$50.71
0.21
$5,000.00
$1,0431
$50.71
0.21
$5,000.00
$1,0431
$507.10
0.21
$50,000.00
$10,4261
$40,837
Subtotal Sewer
$692,0651
$4,084
10 % Contingency
$69,2071
$44,920
SUBTOTAL Sewer
$761,2721
B4-4
EXHIBIT "B-4"
ITEM DESCRIPTION OF ITEM
2 8" Pipe Enlargement
3 Service Reinstatement, Pipe Enlargement
4 4" Sewer Service, Reconnection
5 Pre -CCTV Inspection
6 Post -CCTV Inspection
7 Remove 4' Sewer Manhole
8 4' Manhole
9 4'Extra Depth Manhole
10 Manhole Vacuum Testing
11 Epoxy Manhole Liner
12 Concrete Collar
13 Remove Concrete Curb & Gutter (Sanitary Sewer)
14 Temporary Asphalt Paving Repair (2" HMAC on 6" Flexbase)
15 11-inch Pavement Pulver-tion
16 Cement -Lime (32lb/SY)
17 3-inch Asphalt Pavement Type "D"
18 6-inch Concrete Curb and 18-inch Gutter (Match Existing)
19 Topsoil (Sanitary Sewer)
20 Block Sod Replacement (Sanitary Sewer)
21 Trench Safety (Sanitary Sewer)
22 Traffic Control (Sanitary Sewer)
23 SWPPP t 1 acre (Sanitary Sewer)
24 Construction Surveying (Sanitary Sewer)
25 Construction Staking (Sanitary Sewer)
26 Sanitary Sewer Construction Allowance
CPMS UNITS
BID No.
3331.4115 LF
3331 1102 LF
3331.1201 EA
33313311 EA
3301.0001 LF
33010002 LF
0241.2201 EA
33391001 EA
3339.1003 VF
33010101 EA
3339.0001 VF
33050112 EA
0241.1300 LF
3201 0400 LF
241.1700 SY
32110601 TN
3212.0303 SY
32160102 LF
3292.0100 CY
3292 0200 SY
3305.0109 LF
34710001 MG
3125.0101 LS
9999 0004 LS
9999.0005 LS
9999.0006 LS
Subtotal Cost
10% Contingency
TOTAL Cost
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SANITARY SEWER LINE IMPROVEMENTS
Wads m
St.
L-7540
L-7541
Qty.
Cost
Qty.
Cost
213
$12,780.00
132
$7,920.00
-
$0.00
-
$0 00
-
$0.00
-
$0.00
-
$0.00
3
$6,000.00
213
$1,065.00
132
$660.00
213
$639 00
132
$396.00
1
$1,000.00
-
$0.00
1
$5,00000
1
$5,000.00
-
$0.00
-
$0.00
1
$300 00
1
$300.00
6
$120.00
-
$0.00
1
$1,00000
1
$1,000.00
0
$0.00
9
$90.00
213
$4,26000
177
$3,540.00
331
$3,313.33
205
$2,053.33
5
$1,59040
3
$985.60
331
$24,850.00
205
$15,400.00
0
$0.00
9
$450.00
0.0
$0.00
0.2
$7.41
0
$0.00
2
$25 00
213
$532.50
132
$330.00
0.21
$1,59750
0.13
$990.00
0.02
$152.24
0.01
$94.35
0.02
$10150
0.01
$6290
0.02
$101.50
0.01
$62.90
0.02
$1,01496
0.01
$628.99
$59,418
$45,996
$5,942
$4,600
$65,360
$50,596
W. Watson Rd.
Watson
Ct.
Blue Valley Ct.
L-7540
L-6080 "A"
LA241
Qty.
Cost
Qty.
Cost
Qty.
Cost
314
$18,840.00
292
$17,520,00
790
$47,400.00
-
$0.00
-
$0 00
242
$29,040 00
-
$0.00
-
$0.00
2
$1.000.00
7
$14,00000
6
$12,000.00
17
$34,00000
314
$1.570.00
292
$1,460.00
1,032
$5.160.00
314
$94200
292
$876.00
1,032
$3,09600
2
$2,000.00
-
$0.00
4
$4.000.00
2
$10,00000
1
$5,000.00
4
$20,00000
-
$0.00
-
$0.00
8
$2.000.00
2
$60000
1
$300.00
4
$1,20000
12
$240.00
6
$120.00
-
$0.00
2
$2,000.00
1
$1,000.00
4
$4,000.00
21
$210.00
18
$180.00
51
$510.00
419
$8,380.00
382
$7,640.00
1,045
$20,900.00
488
$4.884.44
454
$4,542.22
1,229
$12,288.89
8
$2,344.63
7
$2,180.27
20
$5,898.67
488
$36,633.33
454
$34,066.67
1,229
$92,166.67
21
$1,05000
18
$900.00
51
$2,55000
0.4
$17.28
0.4
$14.81
1.0
$41.98
4
$58.33
3
$5000
9
$14167
314
$785.00
292
$730.00
790
$1.975.00
0.31
$2,35500
0.29
$2,190.00
0.79
$5,92500
0.03
$224.44
0.03
$208.71
0.08
$564.66
0.03
$149.62
0.03
$139.14
0.08
$376.44
0.03
$149.62
0.03
$139.14
0.08
$376.44
0.03
$1,49624
0.03
$1,391.40
0.08
$3,764.41
$108,930
$92,648
$298,376
$10,893
$9,265
$29,838
$119,823
$101,913
$328,213
Cliffview Dr.
L-E50
Wilson Rd.
L-9780
SUB
UNIT
TOTAL
Qty.
Cost
Qty.
Cost
TOTAL
COST
COST
260
$15,600.00
688
$41,280.00
2,689
$60.00
$161,340
-
$000
-
$0.00
242
$120.00
$29,040
-
$0.00
-
$0.00
2
$500.00
$1,000
6
$12,000.00
-
$0.00
39
$2,00000
$78,000
260
$1,300.00
688
$3,440.00
2,931
$5.00
$14,655
260
$780.00
688
$2,06400
2,931
$3.00
$8,793
1
$1,000.00
5
$5,000.00
13
$1,000.00
$13,000
3
$15,000.00
5
$25,000.00
17
$5,000.00
$85,000
10
$2,500.00
-
$0.00
18
$250.00
$4,500
3
$900.00
5
$1,50000
17
$30000
$5,100
28
$560.00
-
$0.00
52
$20.00
$1,040
3
$3,000.00
5
$5,000.00
17
$1,000.00
$17,000
18
$180.00
0
$0.00
117
$10.00
$1,170
350
$7,000.00
688
$13,760.00
3,274
$20.00
$65,480
404
$4,044.44
1,070
$10,702.22
4,183
$10.00
$41,829
6
$1,941.33
17
$5,137.07
67
$300.00
$20,078
404
$30,333.33
1,070
$80,266.67
4,183
$75.00
$313,717
18
$900.00
0
$0.00
117
$50.00
$5,850
0.4
$14.81
0.0
$0.00
2
$40.00
$96
3
$5000
0
$0.00
22
$15.00
$325
260
$650.00
688
$1,720.00
2,689
$2.50
$6,723
0.26
$1,950.00
0.69
$5,160.00
3
$7,600.00
$20,168
0.02
$185.84
0.07
$491.76
0.26
$7,500.00
$1,922
0.02
$123.89
0.07
$32784
026
$5,00000
$1,281
0.02
$123.89
0.07
$327.84
0.26
$5,000.00
$1,281
0.02
$1,238.92
0.07
$3,278.38
0.26
$12,813
$101,376
$204,456
Subtotal Sewer
$911,201
$10,138
$20,446
10%Contingency
$91,120
$111,514
$224,901
SUBTOTAL Sewer
$1,002,321
B4-5
EXHIBIT "B-4"
ITEM DESCRIPTION OF ITEM
I 1
8" Sewer Pipe
2
8" Pipe Enlargement
3
Service Reinstatement, Pipe Enlargement
4
4" Sewer Service, Reconnection
5
Pre -CCTV Inspection
6
Post -CCTV Inspection
7
Remove 4' Sewer Manhole
8
4' Manhole
9
4' Extra Depth Manhole
10
Manhole Vacuum Testing
11
Epoxy Manhole Liner
12
Concrete Collar
13
Remove Concrete Curb 8 Gutter (Sanitary Sewer)
14
Temporary Asphalt Paving Repair (2" HMAC on 6" Flexb
15
11-inch Pavement Pulverization
16
Cement -Lime (32lb/SY)
17
3-inch Asphalt Pavement Type "D"
18
6-inch Concrete Curb and 18-inch Gutter (Match Existing
19
Topsoil (Sanitary Sewer)
20
Block Sod Replacement (Sanitary Sewer)
21
Trench Safety (Sanitary Sewer)
22
Traffic Control (Sanitary Sewer)
23
SWPPP >_ 1 acre (Sanitary Sewer)
24
Construction Surveying (Sanitary Sewer)
25
Construction Staking (Sanitary Sewer)
26
Sanitary Sewer Construction Allowance
CPMS UNITS
BID No.
3331.4115
LF
3331.1102
LF
3331.1201
EA
3331.3311
EA
3301.0001
LF
3301.0002
LF
0241.2201
EA
3339.1001
EA
3339.1003
VF
3301.0101
EA
3339.0001
VF
3305.0112
EA
0241.1300
LF
a.) 3201.0400
LF
241.1700
SY
3211.0601
TN
3212.0303
SY
) 3216.0102
LF
3292.0100
CY
3292.0200
SY
3305.0109
LF
3471.0001
MO
3125.0101
LS
9999.0004
LS
9999.0005
LS
9999.0006
LS
Su Aotal Cost
10% Contingency
TOTAL Cost
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SANITARY SEWER LINE IMPROVEMENTS
Wilson
Rd.
Blue Ridge Ct.
L-5780
L-4569
L-5779
L-7200
Qty.
Cost
City.
Cost
Qty.
cost
Qty.
Cost
688
$41,280.00
403
$24,180.00
353
$21,180.00
339
$20,340.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
9
$18,000.00
-
$0.00
10
$20,000.00
8
$16,000.00
688
$3,440.00
403
$2,015.00
353
$1,765.00
339
$1,695.00
688
$2,064.00
403
$1,209.00
353
$1,059.00
339
$1,017.00
4
$4,000.00
1
$1,000.00
-
$0.00
2
$2,000.00
3
$15,000.00
2
$10,000.00
2
$10,000.00
3
$15,000.00
-
$0.00
3
$750.00
-
$0.00
-
$0.00
3
$900.00
2
$600.00
2
$600.00
3
$900.00
-
$0.00
8
$160.00
-
$0.00
-
$0.00
3
$3,000.00
2
$2,000.00
2
$2,000.00
3
$3,000.00
27
$270.00
0
$0.00
30
$300.00
24
$240.00
823
$16,460.00
403
$8,060.00
503
$10,060.00
459
$9,180.00
1,070
$10,702.22
627
$6,268.89
549
$5,491.11
527
$5,273.33
17
$5,137.07
10
$3,009.07
9
$2,635.73
8
$2,531.20
1,070
$80,266.67
627
$47,016.67
549
$41,183.33
527
$39,550.00
27
$1,350.00
0
$0.00
30
$1,500.00
24
$1,200.00
0.6
$22.22
0.0
$0.00
0.6
$24.69
0.5
20
5
$75.00
0
$0.00
6
$83.33
4
$66.67
688
$1,720.00
403
$1,007.50
353
$882.50
339
$847.50
0.69
$5,160.00
0.40
$3,022.50
0.35
$2,647.50
0.34
$2,542.50
0.07
$523.33
0.04
$306.54
0.04
$268.51
0.03
$257.86
0.07
$348.88
0.04
$204.36
0.04
$179.01
0.03
$171.91
0.07
$348.88
0.04
$204.36
0.04
$179.01
0.03
$171.91
0.07
$3,488.84
0.04
$2,043.61
0.04
$1,790.06
0.03
$1,719.07
$213,557
$113,057
$123,829
$123,724
$21,356
$11,306
$12,383
$12,372
$234,913
$124,363
$136,212
$136,096
Colony Hill Rd.
L-7201
Qty. cost
Qty,
L-7198
Cost
153 $9,180.00
380
$22,800.00
- $0.00
-
$0.00
- $0.00
-
$0.00
6 $12,000.00
8
$16,000.00
153 $765.00
380
$1,900.00
153 $459.00
380
$1,140.00
- $0.00
1
$1,000.00
1 $5,000.00
4
$20,000.00
- $0.00
-
$0.00
1 $300.00
4
$1,200.00
- $0.00
-
$0.00
1 $1,000.00
4
$4,000.00
18 $180.00
24
$240.00
243 $4,860.00
500
$10,000.00
238 $2,380.00
591
$5,911.11
4 $1,142.40
9
$2,837.33
238 $17,850.00
591
$44,333.33
18 $900.00
24
$1,200.00
0.4 $14.81
0.5
$19.75
3 $50.00
4
$66.67
153 $382.50
380
$950.00
0.15 $1,147.50
0.38
$2,850.00
0.02 $116.38
0.04
$289.05
0.02 $77.59
0.04
$192.70
0.02 $77.59
0.04
$192.70
0.02 $775.86
0.04
$1,926.98
$58,659
$139,050
$5,866
$13,905
$64,524
$152,955
SUB
UNIT
TOTAL
TOTAL
COST
COST
2,316
$60.00
$138,960
0
$120.00
$01
0
$500.00
$01
41
$2,000.00
$82,0001
2,316
$5.00
$11,5801
2,316
$3.00
$6,9481
8
$1,000.00
$8,0001
15
$5,000.00
$75,0001
3
$250.00
$7501
15
$300.00
$4,5001
8
$20.00
$1601
15
$1,000.00
$15,0001
123
$10.00
$1,2301
2,931
$20.00
$58,6201
3,603
$10.00
$36,0271
58
$300.00
$17,2931
3,603
$75.00
$270,2001
123
$50.00
$6,1501
3
$40.00
$1011
23
$15.00
$3421
2,316
$2.50
$5,7901
2
$7,500.00
$17,3701
0.23
$7,500.00
$1,7621
0.23
$5,000.00
$1,1741
0.23
$5,000.00
$1,1741
0.23
$50,000.00
$11,7441
Subtotal Sewer
$771,8751
10% Contingency
$77,1881
TOTAL Sewer
$849,0631
B4-6
EXHIBIT "B-4"
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST
SANITARY SEWER LINE IMPROVEMENTS
Colony Hill Rd.
Parh-CL
Timberwilde Cir.
Rear of Properties
REM DESCRIPTION OF REM
CPMS
UNITS
L-.780
L-6476
L-7120
L-227
L-7197
L-4570
L-4571
L371
SUB
UNIT
TOTAL
BID No.
car.
cost
city.
Cost
Oty.
cost
Dry.
Cost
Oty.
Cost
car.
Coat
Oty.
Cost
car.
Coat
TOTAL
COST
COST
"Sewer Pipe
33314115
LF
-
$000
382
$22,92000
132
$7,92000
1202
$72,12000
90
$5,400.00
715
$42,90000
-
$000
278
$16,68000
2,799
$60.00
$167,940
2 8" Pipe Enlargement
3331.1102
LF
195
$23,400.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
352
$42,240.00
-
$0.00
547
$12000
$65,640
3 Ser4ce Reinstatement, Pipe Enlargement
3331.1201
EA
7
$3,500.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
-
$0.00
6
3,000.00
-
$0.00
13
$500.00
$6,500
4 4" Seger SeMce, Reconnection
3331.3311
EA
-
$0.00
5
$10,000.00
2
$4,000.00
7
$14,000.00
1
$2,000.00
9
$18,000.00
-
$0.00
-
$0.00
24
$2,000.00
$48,000
5 Pre -CCTV Inspection
3301.0001
LF
195
$975.00
382
$1,910.00
132
$660.00
1,202
$6,010.00
90
$450.00
715
$3,575.00
352
$1,760.00
278
$1,390.00
3.346
$5.00
$16,730
6 Post -CCTV Inspection
3301.0002
LF
195
$585.00
382
$1,146.00
132
$396.00
1202
$3,606.00
90
$270.00
715
$2,14500
352
$1,05600
278
$83400
3,346
$300
$10,038
7 Remove 4' Seger Manhde
0241.2201
EA
-
$0.00
-
$0.00
-
$0.00
4
$4,000.00
-
$0.00
2
$2,000.00
-
$0.00
1
$1,000.00
7
$1,00000
$7,000
8 4'Manhole
3339.1001
EA
1
$5,000.00
3
$15,000.00
1
$5,000.00
8
$40,00000
1
$5,000.00
3
$15,000.00
1
$5,000.00
1
$5,000.00
19
$5,000.00
$95,000
9 4' Extra Depth Manhole
3339.1003
VF
-
$0.00
-
$0.00
-
$0.00
16
$4,000.00
-
$0.00
5
$1,250.00
2
$500.00
2
$500.00
25
$250.00
$6,250
10 M.M.I. Vacuum Testing
33010101
EA
1
$300.00
3
$900.00
1
$300.00
8
$2,400.00
1
$300.00
3
$900.00
1
$300.00
1
$300.00
19
$300.00
$5,700
11 Epoxy Manhole Liner
33390001
VF
-
$0.00
-
$0.00
-
$0.00
28
$560.00
-
$0.00
17
$340.00
8
$160.00
8
$160.00
61
$20.00
$1,220
12 Concrete Collar
3305.0112
EA
1
$1,000.00
3
$3,000.00
1
$1,000.00
8
$8,000.00
1
$1,000.00
3
$3,000.00
1
$1,000.00
1
$1,000.00
19
$1,000.00
$19,000
13 Remove Concrete Curb B Gutter(Sanitary Seger)
0241.1300
LF
0
$000
15
$150.00
6
60.00
21
$210.00
3
$30.00
27
$270.00
0
$0.00
0
$0.00
72
$10.00
$720
14 Temporary Asphalt Paving Repair (2" HMAC on 6" Fle base)
3201.0400
LF
30
$600.00
457
$9,140.00
162
$3,240.00
505
$10,100.00
-
$0.00
20
$400.00
28
$560.00
25
$500.00
1,227
$20.00
$24,540
15 1 linch Pavement Puly H-bn
241.1700
SY
0
$0.00
594
$5,942.22
411
$4,106.67
622
$6,222.22
-
$0.00
-
$0.00
0
$0.00
-
$0.00
1,627
$10.00
$16,271
16 Cement-Lime(32US1)
3211.0601
TN
0
$0.00
10
$2,852.27
7
$1,971.20
10
$2,986.67
0
$0.00
0
$0.00
0
$0.00
0
$0.00
26
$300.00
$7,810
17 3-inch Asph ft P-menl Type"D"
3212.0303
SY
0
$0.00
594
S44,566.67
411
$30,800.00
622
$46,666.67
-
$0.00
-
$0.00
0
$0.00
-
$0.00
1,627
$7500
$122,033
18 6-1hch Concrete Curb and 18-inch Gu.r(M-h E)isting)
3216.0102
LF
0
$0.00
15
$750.00
6
300.00
21
$1,050.00
3
$150.00
27
$1,350.00
0
$0.00
0
$0.00
72
MOM
$3,600
19 Topsoil(Sanitary Seger)
3292.0100
CY
0
$0.00
0.3
$12.35
0.1
$4.94
0.4
$17.28
0.1
2
0.6
$22.22
0
$0.00
0
$0.00
1
$40.00
$59
20 Block Sod Replacement (Sanitary Seger)
3292.0200
SY
0
$0.00
3
$41.67
1
$16.67
4
$58.33
1
$8.33
5
$75.00
0
$0.00
0
$0.00
13
$15.00
$200
21 Trench Sefety(S,,Ra Sewer)
3305.0109
LF
-
$0.00
382
$955.00
132
$330.00
1202
$3,005.00
90
$225.00
715
$1,787.50
-
$0.00
278
$695.00
2,799
$250
$6,998
22 Trefc Contre1(Sanitan• Serer)
3471.0001
MO
000
$0.00
038
$2,865.00
013
$990.00
120
$9,015.00
009
$675.00
072
$5,362.50
000
$0.00
028
$2,085.00
3
$7,500.00
$20,993
23 SWPPP 11 cre(San1tary Seger)
31250101
LS
002
$137.93
004
$270.21
001
$93.37
0.11
$850.23
0.01
$63.66
0.07
$505.75
0.03
$248.99
0.03
$196.64
0.32
$7,500.00
$2,367
24 Construction Surreying(Sanitary Sewer)
99990004
LS
002
$91.96
0.04
$180.14
0.01
$62.25
0.11
$566.82
0.01
S42.44
0.07
$337.17
0.03
$165.99
0.03
$131.09
032
$5,000.00
$1,578
25 Construction Staking(Sanitary Seger)
99990005
LS
002
$91.96
004
$180.14
001
$62.25
011
$566.82
001
S42.44
007
$337.17
003
$165.99
0.03
$131.09
0.32
$5,000.00
$1,578
26 Sanitary Sewer Construction Allowance
9999.0006
LS
002
$919.55
004
$1,801.38
001
$622.47
011
$5,668.21
0.01
S424.41
0.07
$3,371.69
0.03
$1,659.91
0.03
$1,310.95
0.32
$50,000.00
$15,779
$uototal Cost
$36,601
$124,583
$61,936
$241,679
$16,om
$102,929
$57,817
$31,914
Subtotal Sewer
$673,543
10%Contingency
$3,660
$12,458
$6,194
$24,168
$1,608
$10,293
$5,782
$3,191
10%Contingency
$67,354
TOTAL Cost
$40,262
$137,041
$68,129
$265,847
$17,692
$113,222
$63,599
$35,105
TOTAL Sewer
$740,897
B47
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT
Engineering Design Services for:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
City Project No. 105108
None.
City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page I of I
FORT WORTH
ATTACHMENT "D"
PROJECT SCHEDULE
A. ENGINEER Project Schedule Development
ENGINEER shall prepare a project schedule for the services to be provided in fulfilling
the requirements of the Agreement and encompassing the Scope of Work defined in
Attachment A to the Agreement.
ENGINEER shall prepare and maintain project schedule throughout the life of the project
as defined in the Agreement in compliance with the City's Specification 00 31 15 entitled
Engineer Project Schedule.
ENGINEER's project schedule will follow the Critical Path Methodology (CPM) for
planned sequencing of the work activity and timing of the work.
B. Schedule "Tier" Selection
City has identified three "Tier" levels for project schedules as defined in City's
Specification 00 31 15, to align with the size and complexity of the project as a basis for
schedule development. City's Project Manager will determine the "Tier" level for the
ENGINEER's project schedule as part of the negotiation of the Agreement.
C. Project Baseline Schedule
ENGINEER will produce an initial project schedule and submit as a "baseline" for review
and acceptance by City's Project Manager as defined in City's Specification 00 31 15
which will be referred to as the Project Baseline Schedule. Updates to the baseline
schedule follow the requirements of City's Specification 00 31 15.
D. Project Progress Schedule
ENGINEER will provide to the City, monthly updates to their project schedule indicating
progress of the Work in compliance with the requirements of City's Specification 00 31
15 and said schedule will be referred to as the Project Progress Schedule.
E. Master Project Schedule
City will develop and maintain a master project schedule for the overall project.
ENGINEER's project baseline and progress schedule submittals will be an integral part
of the development and updating process of City's Master Project Schedule.
City of Fort Worth, Texas
Attachment D
Revision Date: 07.20.2018
Page 1 of 1
Attachment D: Baseline Schedule
Water and Sanitary Sewer Replacements Contract 2023, WSM-M
City Project No. 105108
ID 8(Task
Mode
(Task Name
(Predecessors
Dunition
(Start
Fnish
%Complete
1
7r
Design
319 days
Tue 12/12/23
Mon 3/17/25
0%
2 fflr-i,"
ti
Design
45F
269 days
Tue 12/12/23
Fri 1/3/25
0%
3
W,
Design Engineer Agreement
15 days
Tue 12/12/23
Wed 1/3/24
D%
4 .i
K
Issue Notice To Proceed - Engineer
6
0days
Wed 1/3/24
Wed 1/3/24
0%
5 IT]
wa
Award Design Agreement
0 days
Tue 12/12/23
Tue 12/12/23
0%
6 7
Execute Contract Documents
5
15 days
Tue 12/12/23
Wed 1/3/24
0%
7
Conceptual Design(30%)
85 days
Thu 1/4/24
Thu 5/2/24
0%
8 F
n
Site Survey
4
50 days
Thu 1/4/24
Thu 3/14/24
0%
9
Prepare Conceptual Design Drawings & Documents
8FS-15 days
35 days
Fri 2/23/24
Thu 4/11/24
0%
`�,_-._..
10 r
Review Conceptual Plansand Report(CFW)
9
15 days
Fri 4/12/24
Thu 5/2/24
0%
11
>
Conceptual Design Complete
30
0 days
Thu 5/2/24
Thu 5/2/24
0%
12
.
Preliminary Design(.%)
67 days
Fri 5/3/24
Wed 8/7/24
0%
13
w.
Prepare Preliminary Design Drawings and Specifications
1155
40 days
Fri 5/3/24
Fri 6/28/24
0%
'r, Half22n2d HaIfL2025 Haag, 2025 Half 1, 2026 Haag. 2026
J-__D 1 F M A M J 1 A 5 O I N I D I J I F I M A M J I 1 A 5 O N D I J I F I M A M
f3
12 12
14 M.
Conduct Constructability Review (Walk Through) 13
1day
Mon 7/1/24
Mon 7/1/24
0%
15 !
Submit Preliminary Plans to Utilities, ROW, Traffic, Parks, 14
0 days
Mon 7/1/24
Mon 7/1/24
0%
Storm Water, Water &Sewer
i���
16 'wa
9
Review Preliminary Plans and Specifications(CFW) 15
IS days
Tue 7/2/24
Tue 7/23/24
0%
17 Ewa
Incorporate Comments and Submit Revised Preliminary 16,10
10 days
Wed 7/24/24
Tue 8/6/24
0%
Design Drawings
18 1 jiw.
Conduct Design Public Meeting %1 (regd) 17
1 day
Wed 8/7/24
Wed 8/7/24
0%
18/7
19 ;,.( aIw.
Preliminary Design Complete 18
0hrs
Wed 8/7/24
Wed 8/7/24
0%
8
20 w.
Final Design
234 days
Fri 4/12/24
Mon 3/17/25
0%
21
Prepare Final Design Plans and Specifications 19
40 days
Thu 8/8/24
Thu 10/3/24
0%
22
Submit Final Design to Utilities, ROW, Traffic, Parks, Storm 21
0 hrs
Thu 10/3/24
Thu 30/3/24
0%
+
Water, Water & Sewer
z3 7 4
Review Final Plans and Specifications (CFW) 22
15 days
Fri 10/4/24
Thu 10/24/24
0%
24 lbw,
Conduct Design Public Meeting p2 (if regd) 23
1 day
Fri 10/25/24
Fri 10/25/24
0%
13
25 C�3w
Incorporate Final Comments and Submit Final Design 24
15 days
Mon 10/28/24
Frill/15/24
0%
26 1�1->
Approve Final Plans and Specifications and Route for 25
10 days
Mon 11/18/24
Tue 12/3/24
0%
Signatures
27
Final Design Complete 26
1 day
Wed 12/4/24
Wed 12/4/24
0%
1
28 w-,
Establish MBE Goal for Construction Contract 26FS+1 day
5 days
Thu 12/5/24
Wed 22/12/24
0%
29 1�1ra
Prepare Bid Package 28
10 days
Thu 12/12/24
Thu 12/26/24
0%
30 L�j r-a
Permits
104 days
Fri 5/3/24
Mon 9/30/24
0%
31 a
Identify Required Permits 11
20 days
Fri 5/3/24
Fri 5/31/24
0%
32 ,
TX DOT Permit (Engineer Prepare and Submit) 31
20 days
Mon 6/3/24
Fri 6/28/24
0%
33 L� w.
Review and Approve Permits 32
64 days
Mon 7/1/24
Mon 9/30/24
0%
�j
34 .,
All Permits Approved 33
0 days
Mon 9/30/24
Mon 9/30/24
0%
♦19/30
35 L6 W.
ROW/Land Acquisition
234 days
Fri 4/12/24
Mon 3/17/25
0%
,
36 >
Identify ROW Requirements 9
10 days
Fri 4/12/24
Thu 4/25/24
0%
37 L,6 w,
Submit land Acquisition/Easement Requirements to Propert36,15
5 days
Tue 7/2/24
Tue 7/9/24
0%
39 M.
Right of Way Start 37
I day
Wed 7/10/24
Wed 7/10/24
0%
39
Order Appraisal 38
31 days
Thu 7/11/24
Thu 8/22/24
0%
S
Order Title Commitment 38
31 days
Thu 7/11/24
Thu 8/22/24
0%
41 lLf� w.
Order Environmental Report (if needed) 38
31 days
Thu 7/11/24
Thu 8/22/24
0%
f
42 ,
Send Introduction Letter with Land Owner Bill of Rights 38
1 day
Thu 7/11/24
Thu 7/11/24
0%
I— —
43 W.
Appraisal Received date 39,40,41
1 day
Fri 8/23/24
Fri 8/23/24
0%
Il
M
Review Appraisals and Prepare Initial Offer 42,43
10 days
Mon 8/26/24
Mon 9/9/24
0%
45
Present Initial Offer to Property Owner 44
1 day
Tue 9/10/24
Tue 9/10/24
0%
-,o y] �a
Negotiation/Acceptance Period 45
40 days
Wed 9/11/24
Tue 11/5/24
0%
47 L�
Present Final Offer to Property Owner 46
1 day
Wed 11/6/24
Wed 11/6/24
0%
48 L
Conduct Final Negotiations (Acceptance/Rejection Period) (1147
22 days
Thu 11/7/24
Tue 12/10/24
0%
4911 w.
Prepare M&C for Purchase (if>IOOK)/Condemnation 48
5 days
Wed 12/11/24
Tue 12/17/24
0%
50 it
Review M&C for Purchase/Condemnation by PM 48,49
5 days
Wed 12/18/24
Tue 12/24/24
0%
City ProfMNo. 105108
Task Milertone ♦
Pisa
Summary n
Imttive MAenane
Manual Task
Manuel Summary �� Finish -only ] Fxtemal Mges[one♦ Progress
Date: Wed 11/15/23
Split .......................... Summary �1
Inactive Task
Inactive Summary B
1 Duration -only !� Duration—ly
C EMenal Tasks � Deadline i Manuai Progress
Page 1
IID a (Task
Mode
(Task Name
Pretlecessors
51 'GJLI
ConductM&C Process- Building/Land Purchase/Easement
50
52 GyJ a
Submit Documents to title Co. for Closeout
48,54
53 W,
Conduct M&C Process for Condemnation
50
54 a
M&C Approval for Land Purchase/Condemnation
51,53
55 lyij .,
Submit Condemnation packet to Legal Dept.
49
56 l ,
File Condemnation Petition in Court
54,55
57 ]�I a
Court Hearing and Award by Commissioners for Acquisition
56
58 W.
Conduct Deposit Check into Registry of Court for Possession
57
59 ,
Right of Way Complete
52,58
60 a
Utility Relocation
19
6t(�
Utilities
15
62 .,
Utility Relocation Co-ordination
63j .
Submit Cover Letter and 60% Drwgs to Utility Co-ordonator
15
L�
(CFW/Engineer)
64 .,kw,
Submit CFW 60% Design Drwgs to Franchise Utilities(CFW
63SS
Utility Co-ordinator)
65 -1
Utility Clearance
15
66 7�
Utilities Start
64
67 7Lra
Review 60% CFW Design Drwgs and Respond to CFW (Utility
15
68 7w.
Prepare and Submit Relocation Design to CFW/Engineer
67
(Utility)
69 I'1J
Review and Approve Utility Relocation Design
(CFW/Engineer)
70 �?I-
Review 90% CFW Design Drwgs and Respond to CFW (Utility
22
71 1�1->
Revise Utility Design and get Approval (if Reqd)
70,69
72 C�3rr
Request Utility Relocation Permit from CFW (Utility)
71
73 15i4
Issue Permit to Utility (CFW)
72
Perform Relocation Construction (Utility)
73
75 'gn
Utility Clearance (after ROW if any)
74,59
76 Q1-,
Utilities Cleared/Complete
74,75
77 w.
Atmos Clearance
76
78 .
AT&T Clearance
76
79 a
Frontier Clearance
76
an .,
ONCOR Clearance
76
81 w,
One Source Clearance
76
82 w,
Spectrum Clearance
76
83 M.
Tri-County Electric Clearance
76
84 .,
Construction
es Ley
Construction
90,59,76
86 .,
Bid and Award
87
Bid and Award
29
88 W.
Start Advertisement
29
89 W
Award Construction Contract
87
90 8 w.
Construction, Material testing and Landscaping Execution
89
91 >
Closeout
92
Closeout
85
93 a
AS Built Plans
94 �S
Receive As -Built Survey from Contractor
85
95
Engineer Prepare As -Built Plans
94
96 .a
Close Design Agreement
97 rr
Receive Final Invoice for Design Contract
95
98 [�Jrra
Final Design Contract Invoice Paid
97
99 I-_:C{3w.
Design Contract Closed
98
Duration
40 days
5 days
40 days
0 days
1 day
I day
5 days
10 days
0 days
180 days
180 days
252 days
0 hrs
152 days
0 hrs
10 days
60 days
a'.
0 hrs
10 days
0 days
5 days
90 days
0 days
0 days
0 days
0 days
0 days
0 days
0 days
0 days
0 days
279 days
210 days
69 days
60 days
0 hrs
1 day
10 days
45 days
20 days
30 days
20 days
10 days
15 days
5 days
10 days
0 hrs
Attachment D: Baseline Schedule
Water and Sanitary Sewer Replacements Contract 2023, WSM-M
City Project No. 105108
(Finish %Complete 2024 Har22n24 Half 1,-1 Ha11. 11 Half 1, 2026 HaH2, 2026
N D I F M A M l l l A 1 5 0 I N I D 1 J I F ). M a M J l I A 5 o I N I D I l I F M A M
Thu 12/26/24
Fri 2/21/25
0%
Mon 2/24/25
Fri 2/28/25
0%
Thu 22/26/24
Fri 2/21/25
0%
Fri 2/21/25
Fri 2/21/25
0%
Wed 12/18/24
Wed 12/18/24
0%
Mon 2/24/25
Mon 2/24/25
0%
Tue 2/25/25
Mon 3/3/25
0%
Tue 3/4/25
Mon 3/17/25
0%
Mon 3/17/25
Mon 3/17/25
0%
Wed 8/7/24
Thu 4/24/25
0%
Thu 8/8/24
Thu 4/24/25
0%
Wed 8/7/24
Mon 3/17/25
0%
Wed 8/7/24
Wed 8/7/24
0%
Thu 8/8/24
Wed 8/14/24
0%
Thu 8/8/24
Wed 8/14/24
Thu 8/8/24
Thu 8/22/24
Thu 8/8/24
Thu 10/3/24
Fri 10/4/24
Thu 10/17/24
Fri 10/18/24
Fri 10/25/24
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Thu 22/26/24
Mon 4/7/25
Thu 12/26/24
Fri 12/27/24
Thu 12/26/24
Tue 3/25/25
Wed 3/26/25
Thu 2/5/26
Thu 2/5/26
Thu 2/5/26
Thu 2/5/26
Thu 3/5/26
Thu 3119/26
Thu 3/19/26
Thu 3/26/26
Wed 4/8/26
Mon 3/17/25
Wed 8/14/24
Wed 8/21/24
Thu 11/14/24
Wed 9/21/24
Thu 30/3/24
Thu 10/17/24
Thu 10/17/24
Thu 10/24/24
Thu 3/6/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Mon 3/17/25
Wed 2/4/26
Wed 2/4/26
Fri 4/4/25
Mon 3/24/25
Thu 12/26/24
Tue 3/25/25
Fri 4/4/25
Wed 4/8/26
Wed 3/4/26
Wed 3/19/26
Wed 3/4/26
Wed 3/18/26
Wed 4/8/26
Wed 3/25/26
Wed 4/8/26
Wed 4/8/26
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
0%
8/7
City Project No. 105108 Task Mile ne ♦ P iellummary — Inactive Mllmone Manual Task Manual Summary — Flnnh-only 3 -,-,1 Mllertone 0 Progress
Date: Wed 11/15/23 SPIrt Summary t----------- I Inactive Task Inactive Summary 9 9 Duraaon-oniy Start -only C Erternal Tasks ' Deadline ♦ Manual Vrogress
Page 2
s
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ATTACHMENT E
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PROP. WL ATTACHMENT E-2
PROP. SS PROJECT LOCATION MAP
WATER AND SANITARY SEWER REPLACEMENTS
CONTRACT 2023, WSM-M
CITY PROJECT No. 105108
COUNCIL DISTRICT No. 11
MAPSCO Nos. 65X, 79A, 79B & 79C
RL G CONSULTING ENGINEERS FORT WORTH,
BLVD. SUITE 105
FRLG FOR TB25 WORTH�TEXASCKERY76104 8171687 — 0080080
www.rlginc.com FIRM REG: F-49J
ATTACHMENT "F"
CERTIFICATE OF INSURANCE
Engineering Design Services for:
WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2023, WSM-M
City Project No. 105108
City of Fort Worth, Texas
Attachment F
Page I of I
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 01/23/24 M&C FILE NUMBER: M&C 24-0076
LOG NAME: 60WSSC23WSMM-RLG
SUBJECT
(CD 11) Authorize Execution of an Engineering Agreement with Raymond L. Goodson, Jr., Inc. d/b/a RLG Consulting Engineers, in the Amount of
$527,990.00, for the Water and Sanitary Sewer Replacement Contract 2023 WSM-M 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 Raymond L. Goodson, Jr., Inc. d/b/a RLG Consulting Engineers, in the amount of
$527,990.00, for Water and Sanitary Sewer Replacement Contract 2023 WSM-M 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 $799,926.00, transferred from available funds within the Water and Sewer Fund, for the Water and Sanitary Sewer
Replacements Contract 2023 WSM-M (City Project No. 105108) 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 execution of an engineering agreement with Raymond L. Goodson, Jr.,
Inc. d/b/a RLG Consulting Engineers, in the amount of $527,990.00, for Water and Sanitary Sewer Replacement Contract 2023, WSM-M project
for the preparation of plans and specifications for sanitary sewer and water main replacements on the following streets, alleys and easements:
Street From
Barnett Street Monclair Drive
Holt Street Barnett Street
Junius Street Normandy Road
Queen Street Barnett Street
IQueen Court Queen Street
(Watson Street Barnett Street
)Watson Court Watson Street
IlWatson Road W Watson Street
IIN. Tierney Court Tierney Road
lCliffview Drive Tierney Road
t
e Valley Wilson Road
urt
Easement
Between Jenson Pyron Avenue
Road/ Wilson
Road
��Easement south Jenson Road
of Pyron Avenue
Wilson Road Briarwood Lane
113lueridge Court Colony Hills Road
(Colony Hill Road Blue Ridge Court
Scope of
To
Work
Watson
Water/Sewer
Street
Kemble
Water
Street
Barnett
Water
Street
North 400
feet then
Water/Sewer
northwest
280 feet
i
Cul-de-sac
Water/Sewer)
Cul-de-sac
Water/Sewer'
Cul-de-sac
Water/Sewer
Cul-de-sac
Water/Sewer
Cul-de-sac (Water
Jenson Road (Water/Sewer
Cul-de-sac Water/Sewer
400 feet
South then Sewer
Southwest
400 feet
Wilson Road Sewer
South 1,100
feet
Cul-de-sac
Cul-de-sac
Water/Sewer
Water/Sewer
(Water/Sewer
South 11500
Wilson Road
Briarwood Lane
Water/Sewer)
feet
(Parham Court
Wilson Road
Cul-de-sac
Water/Sewer
Timberwilde
Wilson Road
Cul-de-sac
Water/Sewer
Circle
Easement north
of Timberwilde
Wilson Road
120 feet east
Sewer
Circle
Parham Court
Wilson Road
Cul-de-sac
Water/Sewer
Easement West
East 160 feet
Meadowbrook
Timberwilde Circle
then north
Sewer
Golf Course
720 feet
Easement West
400 feet east and 120
of Blueridge
feet south of Blueridge
Northeast
Sewer
Drive
Court/ Colony Hill Road
120 feet
Intersection
In addition to the contract amount, $271,936.00 (Water: $127,940.00; Sewer: $143,996.00) 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:
60WSSC23WSMM-RLG
Capital
Project
Revised
FY2023 CIP Budget Change
Fund
Name
Appropriations Authority (Increase/Decrease) FY2024
Name
Budget
W&S
105108
Capital
W/SS
Projects
Contract
$0.00 This M&C $799,926.00 $799,926.00
- Fund
56002
2023
WSM-M
Funding is budgeted in the Transfer to Water/Sewer account in the Water and Sewer Fund for the purpose of funding the W/SS Repl Contract,
2023 WSM-M within the Water & Sewer Capital Projects Fund.
Appropriations for Water and Sanitary Sewer Replacement, Contract 2023, WSM-M are as depicted below:
Fund Existing Additional Project
Appropriations Appropriations Total*
W&S Capital
Projects - Fund $0.00 $799,926.00 $799,926.00
56002
(Project Total $0.00 $799,926.00 $799,926.00
*Numbers rounded for presentation purposes.
Business Equity: Raymond L. Goodson, Jr., Inc. d/b/a RLG Consulting Engineers, is in compliance with the City's Business Equity Ordinance by
committing to 13 percent MWBE participation on this project. The City's MWBE goal on this project is 12 percent.
The project is located in COUNCIL DISTRICT 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 2023
WSM-M project to support the approval of 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: Dena Johnson 7866
60WSSC23WSMM-RLG FED Table
2 56002 0600430 105108 2024 $401,224.00
2 56002 0700430 4956001 105108 2024 $398,702.00
2 56002 0700430 105108 2024 $398,702.00
2 56002 0600430 4956001 105108 001730 9999 ($401,224.00)
2 56001 0709020 5956001 $398,702.00
2 56002 0700430 4956001 105108 001730 9999 ($398,702.00)
2
56002
0600430
5110101
105108
001730
9999
$38,220.00
Water Staff Cost
2
56002
0600430
5550102
105108
001730
9999
$4,000.00
Public Outreach
1
56002
0600430
5330500
105108
001730
9999
$273,284.00
Contract
2
56002
0600430
5310350
105108
001770
9999
$2,000.00
Utility Coordination
2
56002
0600430
5330500
105108
001784
9999
$63,700.00
Soil Lab Consultant
2
56002
0600430
5310350
105108
001784
9999
$20,020.00
Soil Lab TPW Staff
2
56002
0700430
4956001
105108
001730
9999
($398,702.00)
2
56002
0700430
5110101
105108
001730
9999
$41,496.00
Water Staff Cost
1
56002
0700430
5330500
105108
001730
9999
$254,706.00
Contract
2
56002
0700430
5710010
105108
001740
9999
$70,000.00
Easement Acquisition
2
56002
0700430
5110101
105108
001740
9999
$20,000.00
Easement Acquisition
2
56002
0700430
5330500
105108
001740
9999
$5,000.00
Easement Acquisition
2
56002
0700430
5740010
105108
001780
9999
$5,000.00
Easement Acquisition
2
56002
0700430
9999
$2,500.00
Utility Coordination
56002
2060000 I
105108
RETAIN
I
I
I
Retainage Combo Code