HomeMy WebLinkAboutContract 36324 T
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CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the city of Fort Worth (the "CITY"), and Kimley-Horn
and Associates, Inc. the "ENGINEER"), for a PROJECT generally described as: Water and
Sanitary Sewer Relocations for SH-121 T (Southwest Parkway), Part 3 from Dirks Road to FM
1187.
Article i
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article 11
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
(3) Upon completion of services enumerated in Article 1, the final payment of any
balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so contested will
be withheld from payment, and the undisputed portion will be paid. The CITY
will exercise reasonableness in contesting any bill or portion thereof. No
interest will accrue on any contested portion of the billing until mutually
resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested in
good faith within 60 days of the amount due, the ENGINEER may, after giving 7
days' written notice to CITY, suspend services under this AGREEMENT until
paid in full, including interest. In the event of suspension of services, the
ENGINEER shall have no liability to CITY for delays or damages caused the
CITY because of such suspension of services.
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STANDARD ENGINEERING AGREEMENT(REV 10E05J45)
Page 1 of 14
INAL
t Article IV
obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
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 standard of care applicable to -the ENG I N EE R's services will be the degree
of skill and diligence normally employed in the state of Texas by professional
engineers or consultants performing the same or similar services at the time
such services are performed.
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
PROTECT cost and/or execution. These conditions and cost/execution
effects are not the responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink
on reproducible plastic film sheets, 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.
STANDARD ENGINEERING AGREEMENT(REV 10/05105)
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E, Engineer's Personnel at Construction Site
(1) The presence or duties of the E NG I N E E R'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 CITI/'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 the 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,
for any reason, the ENGINEER should make an on-site observations), on the
basis of such on-site observations, if any, the ENGINEER shall endeavor to
keep the CITY informed of any deviation from the Contract Documents coming
to the actual notice of ENGINEER regarding the PROJECT.
(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.
F. opinions of Probable vest, 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
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
Page 3 of 14
factors that may materially affect the ultimate PROJECT cost or schedule.
r Therefore, the ENGINEER makes no warranty that the CIT)rs actual
PROJECT costs, financial aspects, economic feasibility, or schedules will
not vary from the ENGINEER's opinions, analyses, projections, or
estimates.
C. 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 not 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.
1. Minority and Woman Business Enterprise(MNVBE) Participation
In accord with city of Fort Worth Ordinance No. 15530, the city has goals for
the participation of minority business enterprises and woman business
enterprises in city contracts. Engineer acknowledges the M/WB E goal
established for this contract and its commitment to meet that goal. 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 three (3) 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
STANDARD ENGINEERING AGREEMENT(REV 10106/05)
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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 three (3) 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 subcon-sultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may be
requested by the CITY. -rhe CITY agrees to reimburse ENGINEER for the cost
of copies at the rate published in the Texas Administrative code in effect as of
the time copying is performed.
K. ENGRNEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting
policies of the following coverage at minimum limits that are to be in effect prior
to commencement of work'on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$2,000,000 aggregate
Automobile Liability
$1,000,000 each accident on a combined single limit
or
$2501000 Property damage
$5001000 Bodily Injury per person per occurrence
A commercial business policy shall provide coverage on "Any Auto", defined
as autos owned, hired and non-owned when said vehicle is used in the
course of the PROJECT.
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Worker's Compensation
Coverage A: Statutory limits
Coverage B: Employer's Liability
$100,000 each accident
$500,000 disease--policy limit
$100,000 disease -each employee
Professional Liability
$1,000,000 each claim
$2,000,000 aggregate
Professional liability shall be written on a claims-made basis and shall
contain a retroactive date prior to the date of the contract or the first date of
services to be performed, whichever is earlier. Coverage shall be maintained
for a period of 5 years following the completion of the contract. An annual
certificate of insurance specifically referencing this project shall be submitted
to the City for each year following completion of the contract.
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
(a) Applicable policies shall be endorsed to name the CITY an Additional
Insured thereon, as its interests may appear. The terra CITY shall include its
employees, officers, officials, agents, and volunteers as respects the
contracted services.
(b) Certificate(s) of insurance shall document that insurance coverage specified
in this agreement are provided under applicable policies documented
thereon.
(c) Any failure on part of the CITY to request required insurance documentation
shall not constitute a waiver of the insurance requirements.
(d) A minimum of forty-five (45) days notice of cancellation or material change in
coverage shall be provided to the CITY. A ten (10) days notice shall be
acceptable in the event of non-payment of premium. Such terms shall be
endorsed onto ENGINEER's insurance policies_ Notice shall be sent to the
respective Department Director (by name), City of Fort Worth, 1 000
Th rockmorton, Fort Worth, Texas 70102.
(e) Insurers for all policies must be authorized to do business in the State of
Texas and have a minimum rating of A: V11 in the current A.M. Best Ivey
Rating Guide or have reasonably equivalent financial strength and
solvency to the satisfaction of Risk Management.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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Deductible limits, or self insured retentions, affecting insurance required
herein shall be acceptable to the CITY in its sole discretion- and in lieu
of traditional insurance, any alternative coverage maintained through
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insurance pools or risk retention groups must be also approved.
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Dedicated financial resources or letters of credit may also be acceptable
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to the City_
(g) Applicable policies shall each be endorsed with a waiver of subrogation
in favor of the CITY as respects the PROJECT.
(h) The city shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion, the ENGINEER may
be required to provide proof of insurance premium payments.
(i) The commercial General Liability insurance policy shall have no
exclusions by endorsements unless the CITY approves such exclusions
in writing.
} For all lines of coverage underwritten on a claims-made basis, other than
Professional Liability, the retroactive date shall be coincident with or prior
to the date of the contractual agreement. The certificate of insurance
shall state both the retroactive date and that the coverage is claims-
made.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement and all insurance
required in this section, with the exception of Professional Liability, shall
be written on an occurrence basis.
(I) Sub consultants and subcontractors to/of the ENGINEER shall be
required by the ENGINEER to maintain the same or reasonably
equivalent insurance coverage as required for the ENGINEER. When
sub cons Itants/subcontractors maintain insurance coverage,
ENGINEER shall provide CITY with documentation thereof on a
certificate of 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.
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
STANDARD ENGINEERING AGREEMENT(REV 1010W05)
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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 ENGINEER
Willy if requested, assist the CITY 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.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
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
ENGINE ER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will
perform, at no cost to the ENGINEER, such tests of equipment, machinery,
pipelines, and other components of the C ITY's facilities as may be required in
connection with the ENGINEER's services. The CITY will be responsible for all
acts of the C ITY's personnel.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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Q Advertisements, Permits; and Access
A,
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 in Attachment A.
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
construxtion contractors.
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 and claims
The CITY agrees to include in all construction contracts the provisions of Article
IV_E. regarding the ENGINEER's Personnel at construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for
contractors negligence.
STANDARD ENGINEERING AGREEMENT(REV 10106/05)
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H. Contractor Claims and Third-Party Beneficiaries
A
(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 V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) "rhe CITY will ensure that Builders Risk/installation insurance is maintained at
the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services doOs 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 wi I I be negotiated between the parties.
K. 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.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
Page 10 of 14
R
A Article VI
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
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 C ITY's sole risk. The CITY shall own the final
designs, drawings, specifications and documents.
C. Force Majeure
The ENGINEER is not responsible for damages or delay in performance caused
by acts of God, strikes, lockouts, accidents, or other events beyond the control
of the ENGINEER.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perform
through no fault of the other and does not commence correction of such
nonperformance with 5 days of written notice and diligently complete the
correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the city, the
ENGINEER will be paid for termination expenses as follows:
a.) cost of reproduction of partial or complete studies, plans, specifications
or other forms of ENGINEER'S work product;
b.} out-of-pocket expenses for purchasing storage containers, microfilm,
electronic data files, and other data storage supplies or services;
C.) The time requirements for the ENGINEER'S personnel to document the
work underway at the time the CITY'S termination for convenience so
that the work effort is suitable for long time storage.
STANDARD ENGINEERING AGREEMENT(REV 101105)
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(3) Prior to proceeding with termination services, the ENGINEER will submit to the
CITY an itemized statement of all termination expenses. The CITY'S approval
will 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 PROJECTs schedule, commitment
and cost of the ENGINEER's personnel and subcontractors, and ENGINEER'S
compensation will be made.
F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss,
cost, or expense claimed by third parties for property damage and bodily
injury, including death, caused solely by the negligence or willful
misconduct of the ENGINEER, its employees, officers, and subcontractors
in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the
CITY (or a person identified above for whom each is liable) is a cause of
such damage or injury, the loss, cost, or expense shall be shared between
the ENGINEER and the CITY in proportion to their relative degrees of
negligence or willful misconduct as determined pursuant to T.C.P. & R.
Code, section 33.011(4) (Vernon Supplement 1 996).
G. Assignment
Neither party shall assign all or any part of this AGREEMENT without the prior
written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different theories
of recovery, including breach of contract or warranty, tort including negligence,
strict or statutory liability, or any other cause of action, except for willful
misconduct or gross negligence for limitations of liability and sole negligence for
indemnification. Parties mean the CITY and the ENGINEER, and their officers,
employees, agents, and subcontractors.
I. 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.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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I Aftemate Dispute Resolution
(1) All claims, disputes, and other matters in question between the CITY and
ENGINEER arising out of, or in connection with this Agreement or the
PROJECT, or any breach of any obligation or duty of CITY or ENGINEER
hereunder, will be submitted to mediation. If mediation is unsuccessful, the
claim, dispute or other matter in question shall be submitted to arbitration if both
parties acting reasonably agree that the amount of the dispute is likely to be less
than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall
be in accordance with the Construction Industry Arbitration Rules of the
American Arbitration Association or other applicable rules of the Association
then in effect. Any award rendered by the arbitrators less than $50,000,
exclusive of attorney's fees, costs and expenses, will be final, judgment may be
entered thereon in any court having jurisdiction, and will not be subject to appeal
or modification except to the extent permitted by sections 10 and 11 of the
Federal Arbitration Act (0 U.S.C. Sections 10 and 11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and
expenses, may be litigated by either party on a de novo basis. The award shall
become final ninety (90) days from the date same is issued. If litigation is filed
by either party within said ninety (90) day period, the award shall become null
and void and shall not be used by either party for any purpose in the litigation.
K. 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.H., VI.I., and VI.J, shall
survive termination of this AGREEMENT for any cause.
L. 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.
STANDARD ENGINEERING AGREEMENT(REV 10106105)
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{ Article vi i
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be changed
by a written amendment executed by bath parties. 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
Executed this the Jq day of , 2007.
ATTEST: CITY OF FORT WOR H
By:
Marty HendriX3 Marc A. Oft_U�
City Secretary Assistant City Manager
APPROVAL RECOMMENDED
Conti ac , ,hut' or i zatio
12 4 A. ouglas Rademaker, P.E.
Fate t Director, Engineering Department
g g p
APPRO AST FO AND LEGA ITY
Assis an i Att ney
KIMLEY-HORN AND ASSOCIATES,,INC
ATTEST: ENGINEER
By:
Glenn A. Gary, P_E.
Senior Vice President
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
Page 14 of 14
a
ATTACHMENT "A"
General Sc o a of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope
of Services shall have precedence over the General Scope of Services."
GENERAL
1) Preliminary conference with city
The Engineer shall-attend preliminary conferences-with authorized representatives of
the City regarding the scope of project so that the plans and specifications which are to
be developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary
constraints.
2} coordination with outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information -from such outside agencies, to meet their requirements.
3) Geotechnical Investigations
The Engineer shall advise the City of test borings, and other subsurface investigations
that may be needed. In the event it is determined necessary to make borings or
excavate test holes or pits, the Engineer shall in coordination with the City and the
City's geotechnical engineering consultant, draw up specifications for such, testing
program. The cost of the borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/applications to allow the City of Fort Worth to
obtain any and all agreements and/or permits normally required for a project of this size
and type. The Engineer will be responsible for negotiating and coordinating to obtain
approval of the agency issuing the agreement and/or permits and will make any
revisions necessary to bring the plans into compliance with the requirements of said
agency, including but not limited to highways, railroads, water authorities, Corps of
Engineers and other utilities.
5} Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such
changes are required due to changes in the design of the facilities made by the
permitting authority. If such changes are required, the-Engineer shall notify the City and
an amendment to the contract shall be made if the Engineer incurs additional cost. If
there are unavoidable delays, a mutually agreeable and reasonable time extension
shall be negotiated.
G} Plan Submittal
Copies of the original plans shall be provided on.reproducible mylar or approved plastic
film sheets, or as otherwise approved by the Department of Engineering and 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; and further provided, that the
Engineer shall not be liable for the consequences of any changes that are made to the
drawings or changes that are made in the implementation of the drawings without the
written approval of the Engineer.
PHASE '1
7} Right-of-flay, Easement and Land Acquisition Needs
The Engineer shall determine the rights-of-way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with
the necessary right-of-way sketches, prepare necessary easement descriptions for
acquiring the rights-of-way and/or easements for the construction of this project.
Sketches and easement descriptions are-to be presented in form suitable for direct use
by the Department of Engineering in obtaining rights-of-way, easements, permits and
licensing agreements. All materials shall be furnished on the appropriate City forms in a
minimum of four(4) copies each.
8) Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans
and Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits.
The information obtained shall be shown on the conceptual plans. The Engineer shall
show on the preliminary and final plans the location of the proposed utility lines,
existing utility lines, based on the information provided by the utility, and any
adjustments and/or relocation of the existing lines within the project limits. The
Engineer shall also evaluate-the.phasing of the.water, wastewater, street and drainage
work, and shall submit such evaluation in writing to the City as part of this phase of the
project.
10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans
which include layouts, preliminary right-of-way needs and preliminary estimates of
probable construction costs for the Engineer's recommended plan. For all submittals,
the Engineer shall submit plans and documents for street/storm drain and
waterfwastewater facilities. The Engineer shall receive written approval of the Phase 1
Plans from the City's project manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and
for submission to utility companies and other agencies for the purposes of coordinating
work with existing and- proposed utilities. The preliminary construction plans shall
indicate location of existing/proposed utilities and storm drain lines. The Engineer shall
receive written approval of the Phase 2 plans from the City's project manager before
proceeding with Phase 3.
PHASE 3
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13) Final Construction Plans
rrhe Engineer shall furnish five (5) copies of the final construction plans and contract
specifications for review by the City.
14) Detailed Cost Estimate
rrhe Engineer shall furnish four(4) copies of detailed estimates of probable construction
costs for the authorized construction project, which shall include summaries of bid items
and quantities.
15) Plans and Specification Approval
The Engineer shall furnish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. rrhe Engineer shall receive written approval of the
Phase 3 plans from the City's project manager before proceeding with Phase 4.
PHASE 4
16} Final Approved construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction
plans and contract specifications. The approved plans and contract specifications shall
be used as authorized by the City for use in obtaining bids, awarding contracts, and
constructing the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and
acceptability of prospective constructors, subcontractors, and suppliers. When substitu-
tion prior to the-award of contracts is allowed by the bidding documents, the Engineer
will advise the owner as to the acceptability of alternate materials and equipment
proposed by the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals
and in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20} Preconstruction conference
The Engineer shall attend the-preconstruction conference.
21) construction survey
The Engineer shall be available to the City on matters concerning the layout of the
project during its construction and will set control points in the field to allow City survey
crews to stake the project. The setting of line and grade stakes and route inspection of
construction will be performed-by the City.
22} site Visits
The Engineer shall visit the project site at appropriate intervals as construction
proceeds to observe and report on the progress and the quality of the executed work.
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23) shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill
test reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability
of the work, at the request of the City.
25) Differing site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26} Record Drawings
The Engineer shall prepare record drawings from information submitted by the
contractor.
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EXHIBIT "AA I'
SUPPLEMENTAL SCOPE of SERVICES
(SUPPLEMENT To ATTACHMENT "A")
CITY PROJECT No. 00899
WATER AND SANITARY SEINER RELOCATIONS FOR SH121T (SOUTHWEST PARKWAY),
PART 3
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Services under this attachment include engineering services for water and sanitary sewer
improvements:
Associated with the proposed roadway improvements along SH 1 21 T from Dirks Road to
FM 1187 the following utilities, as shown in Attachment El — E4, are anticipated to be
adjusted or relocated:
Name Alignment Along From To
Approximate Size Relocation,
Length(ft) (in) Replacement or New
Water
Sycamore School Rd Eastside of SH-121 Westside of SH-121 850 12 Relocation
SH-121 Old Orchard Ln 125'north 150 12 Relocation
Risinger Rd Eastside of SH-121 Westside of SH-121 500 16 Relocation
F479 Sun Country Eastside of SH-121 Westside of SH-121 400 36 Relocation
Stuart Feltz Northside of SH-121 Southside of SH-121 1,000 12 Relocation Betterment
Total WaterT 2,900
Sanitary Sewer
M459-B* East ROW of SH-121 Sycamore School Old Orchard 1,450 15 Relocation
M-459-B* Big Spruce Old Orchard Seawood 850 18 Relocation Betterment
M-459-B* Big Spruce Seawood Creek 850 12 Relocation
M-459-A* East ROW of SH-121 Ex Sanitary Sewer Creek 250 21 Relocation
M-459-* SH-121 Eastside of SH-121 Westside of SH-121 500 24 Relocation
West ROW of SH-121 Creek Ex Sanitary Sewer 200 8 Relocation
Total Sanitary sewer 4,100
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A-- PRE-ENGINEERING
I. TxDGT Standard Utility Agreement for State Cost Participation
ENGINEER will assist the CITY in preparing the TxDOT Standard Utility Agreement for the
State cost participation of the relocation for each of the relocations listed above. The
following task are anticipated in preparing this agreement
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a. ENGINEER will attend two (2) coordination meetings with the CITY and TxDOT.
b. ENGINEER will prepare opinion of probable construction cost for the Eligibility 1
Betterment Ratio calculation to determine the total reimbursement for the
relocation of these utility lines.
C. ENGINEER will assist the CITY in preparing the file agreement that will be sent to
TxDOT for approval.
d. ENGINEER will prepare its contract with the CITY to separate our fees associated
with the design of these utility lines so the CITY can get reimbursement from
TxDOT.
e. ENGINEER will prepare the plans and specifications for these utility lines as a
separate unit within the overall plans so the CITY can get reimbursement from
TxDOT.
2. Initial Data collection
a. Pre-Design Coordination Meetings
1. ENGINEER will attend and document meetings, to discuss and coordinate
various aspects of the project. Two (2) meetings are anticipated. These
include the following:
a. One (1) pre-design kick-off meeting with the CITY.
b. One (1) pre-design kick-off meeting with the CITY and TOOT Consultant
for the SH 121 project.
b. Data Collection
In addition to data obtained from the CITY, the ENGINEER will research and make
efforts to obtain pertinent information to aid in coordination of the proposed
improvements with planned future improvements as identified by the CITY that
may influence the project. ENGINEER will also identify and seek to obtain data for
existing conditions that may impact the project including: utilities, City Master
plans, and property ownership as available from the Tax Assessor's office.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with utilities, including
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utilities owned by the CITY, and other agencies such as TxDOT. These entities
shall also be contacted to request plans for any proposed facilities or adjustment to
existing facilities within the project limits. The information obtained shall be shown
on the concept plans. The ENGINEER shall show the location of the proposed
water and sanitary sewer lines, existing utility lines, and adjustments and/or
relocation of the existing lines within the project limits.
The ENGINEER will prepare a data request letter notifying each organization of
the CITY's proposed project. The ENGINEER will attempt to collect information
as listed below. If the ENGINEER is unable to collect information in a
reasonable time, the CITY shall assist the ENGINEER in obtaining the
information.
1. Atmos Gas Division
a. Horizontal and vertical location and size of existing gas lines and
appurtenances that are located within right-of-way and easements of the
proposed route.
b. The ENGINEER will request information such as schedule and
construction plans for gas infrastructure that is proposed to be installed or
relocated within the right-of-way and easements of the proposed route.
2. TXU Electric Delivery
a. Horizontal and vertical location and size of existing electric fines and
appurtenances that are located within right-of-way and easements of the
proposed route.
b. The ENGINEER will request information such as schedule and
construction plans for electric infrastructure that is proposed to be
installed or relocated within the right-of-way and easements of the
proposed route.
3. TxDOT
a. Current information of roadway improvements showing horizontal, vertical
and drainage features of State Highway 121 including proposed right-of-
way.
4. Telecommunication Companies
a. Horizontal and vertical location and size of existing telecommunication
lines and appurtenances that are located within right-of-way and
easements of the proposed route.
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b. The ENGINEER will request information such as schedule and
construction plans for telecommunication infrastructure that is proposed
to be installed or relocated within the right-of-way and easements of the
proposed route.
5. Cable Companies
a. Size, horizontal and vertical locations of existing cable lines and
appurtenances that are located within right-of-way and easements of the
proposed route.
a. The ENGINEER will request information such as schedule and
construction plans for cable infrastructure that is proposed to be installed
or relocated within the right-of-way and easements of the proposed route.
3. Monthly Progress Report
a. The ENGINEER shall submit a progress schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY.
4. Routing and Conditions Assessment
a. �rhe ENGINEER shall review the existing water and sanitary sewer lines to assess
the lines conditions. This will include review the of the water and sanitary sewer
lines maintenance and break history, sanitary sewer capacity studies, low pressure
complaints, sanitary sewer overflows, sanitary sewer videos, and water quality
complaints.
b. The ENGINEER shall perform a route study for each line for this project. Each line
will be shown on an aerial and on the CITY'S water or sanitary sewer maps. The
exhibits will include proposed and existing water and sanitary sewer lines,
franchise utilities, and proposed and existing storm sewer lines.
C. Deliverables
1. Routing and Conditions Assessment
a. The ENGINEER will provide four (4) copies of a Draft Routing and
Conditions Assessment letter and exhibits which will include the following:
i. The recommended route of the utilities on an aerial map and CITY
block map. The exhibits will include the Schematic Design of SH 121
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provided by the TxDOT Consultant.
ii. Recommended lines to be relocated.
iii. opinion of Probable Construction Cost.
d. Routing and Conditions Assessment Coordination Meetings
1. ENGINEER will attend and document meetings, to discuss and coordinate the
routing and conditions assessment with the following:
a. one (1) meeting with the SH 121 TxDOT consultant.
b. one (1) meeting with the CITY at completion of the CITY'S review of the
routing and conditions assessment plan.
S. Coordination Meetings
a. The ENGINEER will attend bimonthly progress meetings with the CITY for project
coordination. The ENGINEER will attend these meetings through the completion
of final design of the project.
b. The ENGINEER will attend monthly utility coordination meetings with the CITY and
TxDOT representative for project coordination. The ENGINEER will attend these
meetings through the completion of final design of the project.
PART B -CONSTRUCTION PLANS AND SPECIFICATIONS
Upon approval of Part A, Section 3, ENGINEER will proceed with the survey for the design
of this project.
1. Conceptual Engineering
a. Surveys for Design
1. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information which will be needed for use by the
ENGINEER in design and preparation of plans for the project. Survey services
shall be performed by the ENGINEER'S sub-consultant. Information gathered
during the survey shall include topographic data, elevations of all sanitary and
adjacent storm sewers rim/invert elevations, location of buried utilities,
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structures, and other features relevant to the final plan sheets. For sewer lines
located in alleys or backyards, ENGINEER will obtain the following:
a. Obtain permission for surveying through private property.
b. Locate horizontal and vertical alignment of utility lines. Tie improvements,
trees, fences, walls, etc., horizontally along rear lines in an approximately
10' wide strip. In addition, locate all rear house corners and building corners
in backyards.
c. Profile existing water and/or sewer line centerline.
d. Obtain permission for surveying through private property.
2. The ENGINEER shall compile base plan from field survey data at 1" = 40'
horizontal and 1" =4' vertical scale.
3. ENGINEER will provide a copy of the following Information upon request by the
CITY:
a. Plans, plats, maps, legal descriptions, or other specified documents
prepared in conjunction with the requested services shall be provided in a
digital format compatible with the electronic data collection and computer
aided design and drafting software currently in use by the CITY
Department of Engineering. A copy of the survey field notes shall also be
provided to the CITY. All text data such as plan and profile, legal
descriptions, coordinate files, cut sheets, etc., shall be provided in the
American Standard code for Information Interchange (ASCII) format, all
drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or
DXF) format (currently Release 2002), or as otherwise approved in writing
by the CITY, and all data collected and generated during the course of the
project shall become the property of the CITY.
b. The minimum information to be provided in the plans shall include the
following:
i. Project Control Sheet, showing Control Points, used or set while
gathering data. Generally on a scale of not less than 1:400.*
ii. The following information about each Control Point;
a. Identified existing City monument, PK Nail, or 5/8" Iron Rod.
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b. Provide X, Y and Z Coordinates, in an identified coordinate system,
and a referred bearing base. Z coordinates shall be on CITY Datum
only.
c. Provide Descriptive Location of each Control Point.
iii. Provide Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc.,
in the same coordinate system, as the Control.
iv. No less than two horizontal control points, per right-of-way or easement
location shall be provided.
v. Provide Bearings given on all proposed centerlines, or baselines.
vi. Provide Station equations when appropriate.
vii. Obtain the "foot print" of all properties where the sanitary sewer service
line is to be relocated or rerouted.
4. Public Notification and Personnel/Vehicle Identification
a. Prior to conducting design survey, ENGINEER will notify affected residents
of the project in writing. The notification letter shall be on company
letterhead and shall include the following: project name, limits, DOE project
no., Consultant's project manager and phone no., scope of survey work
and design survey schedule. The letter will be reviewed and approved by
the City prior to distribution.
b. 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. All company
vehicles shall also be readily identifiable.
b. Subsurface Utility Engineering for Design
1. The ENGINEER will recommend to the CITY locations of Subsurface Utility
Engineering (SUE) services for this project. SUE services shall be performed
by the ENGINEER'S sub-consultant. Four different levels of SUE will be
identified in the recommendation. The following is a description of each level
of service that may be recommended for SUE:
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a. Level D—Collect existing utility record information from utility purveyors,
municipalities, counties, and other agency suppliers with the area of
investigation. Typical utilities included are: primary electric, telephone,
cable TV, fiber optic, gas, petroleum, water, sanitary sewer, and storm
drain systems.
b. Level C— Field locate and obtain horizontal position of visible utility surface
features for all of the utility systems described within Level D.
c. Level B-- Indicate by marking with paint, the presence and approximate
horizontal location of subsurface utilities using geophysical prospecting
techniques, including electromagnetic, sonic, and acoustical techniques.
i. The utility markings on the ground are to be used for design purposes
only and not for construction.
d. Level A— Location (Test Hole) Services: Locating the horizontal and
vertical position of the utility by excavating a test hole using vacuum
excavation techniques and equipment. In performing locating (test hole)
services ENGINEER will:
i. Excavate test holes to expose the utility to be measured in such a
manner that insures the safety of the excavation and the integrity of the
utility to be measured. In performing such excavations, ENGINEER
shall comply with applicable utility damage prevention laws and
coordinate with utility inspectors, as required. Excavations will be
performed using specially developed vacuum excavation equipment
that is non-destructive to existing facilities. If contaminated soils are
discovered during the excavation process, the ENGINEER will notify
the CITY.
ii. Investigate, evaluate, measure and record a) actual depth to top of the
utility references to a marker installed directly above the centerline of
the exposed utility structure and b) outside diameter of utility and
configuration of non-encased, multi-conduit systems.
iii. Furnish and install markers directly above the centerline of utility
structure and in each excavated test hole.
iv. Backfill around exposed facility using excavated materials. Excavations
will be backfilled and compacted in lifts. Compaction will comply with
permit requirements.
v. Provide permanent restoration of pavement within limits of original cut.
When tests holes are excavated in areas other than roadway
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pavement, these disturbed areas shall be restored as reasonably
possible to the condition that existed prior to excavation.
vi. Evaluate and compare field information with utility information
described in utility records and resolve conflicts.
C. Geotechnical and Pavement Investigations
1. The ENGINEER will recommend locations of pavement coring as necessary to
determine pavement repair criteria. Pavement cores shall be performed by the
CITY.
2. The ENGINEER will identify locations for geotechnical investigations along
route of the proposed sewer lines. Geotechnical investigations shall be
performed by the ENGINEER'S sub-consultant.
d. Conceptual Design Coordination Meetings
1. ENGINEER will attend and document meetings, to discuss and coordinate the
conceptual design with the following:
a. One (1) meeting with the CITY to review the conceptual engineering plan
prior to the submittal of the conceptual engineering plan to the CITY.
b. One (1) meeting with the SH 121 TxDOT consultant.
c. One (1) meeting with the CITY at completion of the CITY'S review of the
conceptual engineering plans. The CITY shall direct the ENGINEER in
writing to proceed with Preliminary Design.
2. Preliminary Engineering
Upon approval of Park B, Paragraph 1.d.1, ENGINEER will prepare preliminary
construction plans as follows:
a. Overall water and/or sanitary sewer layout sheets and an overall easement layout
sheets).
b. Preliminary project plans and profile sheets which show the following: Proposed
water and sanitary sewer with plan view only (profile will be completed in Final
Design) and recommended pipe size, fire hydrants, water service lines and meter
boxes, gate valves, isolation valves and other pertinent information needed to
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construct the project. Legal description (Lot Nos., Block Nos., and Addition Names)
along with property ownership shall be provided on the plan view.
C. For sewer lines, pipelines scheduled for point repairs, rehabilitation and
replacement will be located on the base sheets prepared from survey information
gathered under Part B, Paragraph 1. Conflicts shall be resolved where pipelines
are to be rehabilitated on the same line segment. Base sheets shall reference
affected or adjacent streets. Where open-cut construction is anticipated, below and
above ground utilities will be located and shown on the base sheets.
d. Existing utilities and utility easements will be shown on the plan and profile
sheets. ENGINEER will coordinate with utility companies and the CITY to
determine if any future improvements are planned that may impact the project.
e. The design route for sewer service line reroute/relocation will be provided if the
flow line elevation of the sewer service can be determined from the cleanout
location. If elevations cannot be determined during the design survey, the
ENGINEER shall identify location for additional SUE Level A service to provide
locations.
f. The ENGINEER shall make provisions for reconnecting water and/or sanitary
sewer service lines which connect directly to any main being replaced, including
replacement of existing service lines within City right-of-way or utility easement.
When the existing alignment of a water and sanitary sewer main or lateral is
changed, provisions will be made in the final plans and/or specifications by the
ENGINEER to relocate service lines which are connected to the existing main
and connect said service lines to the relocated main.
g. 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.
h. Right-of-Way Research
The ENGINEER will conduct preliminary research for availability of existing
easements where open-cut construction or relocation of existing alignments is
probable. Temporary and permanent easements will be appropriated based on
available information and recommendations will be made for approval by the
CITY.
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i. Right-of-Way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and right-of-entry will be in
conformance with "Submittal of Information to Real Property for Acquisition of
Property".
j. Utility Clearance Phase
The ENGINEER will consult with the CITY'S Water Department, Department of
Engineering, and other CITY departments, public utilities, private utilities, and
government agencies to determine the approximate location of above and
underground utilities, and other facilities that have an impact or influence on the
project.
ENGINEER will design CITY facilities to attempt to avoid or reduce conflicts with
existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of approved preliminary
construction plans to the CITY'S Utility Coordinator for forwarding to all utility
companies, which have facilities within the limits of the project.
k. Preliminary construction plan submittal
1. Preliminary plans and specifications shall be submitted to CITY 90 days after
approval of Part B, Paragraph 1.
2. The ENGINEER shall deliver two (2) sets of preliminary construction plans and
two (2) sets of specifications and contract documents to CITY for review.
3. The ENGINEER shall submit a preliminary opinion of probable construction
cost with the preliminary plans submitted. ENGINEER shall assist CITY in
selecting the solutions to be pursued.
4. The ENGINEER will coordinate with TOOT and NTTA for the construction of
the SH 121 Project.
I. Preliminary Design Coordination Meetings
1. ENGINEER will attend and document meetings, to discuss and coordinate the
preliminary design with the following:
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a. One (1) meeting with the CITY to review the preliminary engineering plans
prior to the submittal of the preliminary engineering plans to the CITY.
b. one (1) meetings with the SH 121 TXDOT consultants.
c. One (1) meeting with the CITY at completion of the City's review of the
preliminary engineering plans. The CITY shall direct the ENGINEER in
writing to proceed with Final Design.
3. Final Engineering Plan Submittal
a. Final Construction Documents shall begin after approval of Part B, Paragraph 2.
Following CITY approval of the recommended improvements, the ENGINEER shall
prepare final plans and specifications and contract documents (each sheet shall be
stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans
and construction contract documents within 15 days of C I TY's final approval. Plan
sets shall be used for Part C activities.
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.
b. ENGINEER'S Opinion of Probable Construction Cost
The ENGINEER shall submit a final projection of probable construction cost with
the final plans submitted.
C. Final Design Coordination Meetings
1. ENGINEER will attend and document meetings, to discuss and coordinate the
final design with the following:
a. One (1) meeting with the CITY to review the 95% engineering plans prior to
the submittal of the 95%engineering plans to the CITY.
b. Two (2) meetings with the SH 121 TxDOT consultants.
c. One (1) meeting with the CITY at completion of the CITY'S review of the
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95% engineering plans. The ENGINEER will revise the plans per the
CITY'S comments and submit the final plans to the CITY.
C. Mylar Submittals
The ENGINEER shall submit a final set of mylar drawings for record storage as
follows:
1. Water and sanitary sewer plans shall be submitted as one set of plans. Water
and sanitary sewer plans shall be separate from paving and drainage plans.
All sheets shall be standard size (2211 x 34") with all project numbers
(Water/Sanitary Sewer and TPW) prominently displayed.
2. For projects where paving/grading/drainage improvements occur on a Water
Department funded project with no T&PW funding involved, a separate set of
mylars with cover sheet shall be submitted for TPW.
3. Signed plan sets shall also be submitted as an Adobe Acrobat PDF format
(version 6.0 or higher) file. There shall be one (1) PDF file for the Water plan
set and a separate PDF file for the TPW plan set. Each PDF file shall contain
all associated sheets of the particular plan set. Singular PDF files for each
sheet of a plan set will not be accepted. PDF files shall conform to naming
conventions as follows:
a. Water and Sewer file name example — "X-35657—org36.pdf' where "X-
35667" is the assigned file number obtained from the City of Fort Worth,
"—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
b. TPW file name example — "W-1956_org47.pdf' where "W-1956" is the
assigned file number obtained from the City of Fort Worth, "—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
C. Both PDF files shall be submitted on one (1) Compact Disk, which will
become property of and remain with the City of Fort Worth. Floppy-disks,
zip disks e-mail flash media will not be acce ted.
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4. For information on the proper manner to submit PDF files and to obtain a file
number for the project, contact the Department of Engineering Vault at
telephone number (817) 392-8426. File numbers will not be issued to a project
unless the DOE number and proper fund codes have been assigned and are in
the Department of Engineering database.
PART C -PRE-CONSTRUCTION ASSISTANCE
1. Administration
a. Deliver Bid Documents
One (1) set of bidding documents will be prepared containing a maximum of two
(2) Units will be prepared for this project.
The ENGINEER will make available for bidding, upon request by the CITY, up to
fifty (50) sets of the final approved and dated plans and specifications and contract
documents for the project to the CITY for distribution to potential bidders. Proposal
will be delivered in electronic format.
The ENGINEER will provide six (6) sets of plans and specifications and contract
documents for use by the City Water Department.
The ENGINEER will provide six (6) sets of unbound specifications and contract
documents to be used by the City for execution.
The ENGINEER will provide fifteen (115) sets of 11°X17" plans for use by the City
Water Department.
The ENGINEER will provide two (2) mounted exhibits upon request by the City.
The ENGINEER will provide one (1) set of plans on Mylar.
b. Bidding Assistance
The ENGINEER shall assist the CITY during the bidding phase, including
preparation and delivery of addenda to plan holders and responses to questions
submitted to the DOE by prospective bidders. ENGINEER shall attend the
scheduled pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness and accuracy.
EA1-14
The ENGINEER shall attend the project bid opening, develop bid tabulations in
hard copy and electronic format, and submit four (4) copies of the bid tabulation.
PART D -CONSTRUCTION PHASE SERVICES
The ENGINEER will provide professional construction phase services for the purpose of providing
assistance to CITY during construction. These services are as follows:
I. Preconstruction Conference
a. The ENGINEER will attend (1) preconstruction conference for this project prior to
commencement of Work.
2. Construction Survey
a. Construction survey is not included in the scope of this project.
3. Site Visit
a. Provide on-site construction observation services during the construction phase of
the subject project. observations will vary depending on the type of work being
performed by the contractors, the location, and the contractors' schedules.
Make a total of one (1) visit to the Site per month for this project in order to observe
the progress of the Work. Such visits and observations by the ENGINEER are not
intended to be exhaustive or to extend to every aspect of Contractor's work in
progress. observations are to be limited to spot checking, selective measurement,
and similar methods of general observation of the Work based on the
ENGINEER'S exercise of professional judgment. Based on information obtained
during such visits and such observations, the ENGINEER will determine if
Contractor's work is generally proceeding in accordance with the Contract
Documents, and the ENGINEER shall keep the CITY informed of the general
progress of the Work.
The purpose of the ENGINEER'S visits to the site will be to enable the ENGINEER
to better carry out the duties and responsibilities assigned in this Agreement to the
ENGINEER during the construction phase by the CITY, and, in addition, by the
exercise of the ENGINEER'S efforts, to provide the CITY a greater degree of
confidence that the completed Work will conform in general to the Contract
Documents and that the integrity of the design concept of the completed Project as
a functioning whole as indicated in the contract Documents has been implemented
EA1-15
w
and preserved by Contractor. The ENGINEER shall not, during such visits or as a
result of such observations of Contractor's work in progress, supervise, direct, or
have control over Contractor's work, nor shall the ENGINEER have authority over
or responsibility for the means, methods, techniques, equipment choice and
usage, sequences, schedules, or procedures of construction selected by
Contractor, for safety precautions and programs incident to Contractor's work, nor
for any failure of Contractor to comply with laws and regulations applicable to
Contractor's furnishing and performing the Work. Accordingly, the ENGINEER
neither guarantees the performance of any Contractor nor assumes responsibility
for any Contractor's failure to furnish and perform its work in accordance with the
Contract Documents.
4. Shop Drawings
a. Review and approve or take other appropriate action in respect to Shop Drawings
for the 35-inch and water line, the 36-inch gate valves, and the 24-inch sanitary
sewer line for which the Contractor is required to submit, but only for conformance
with the information given in the Contract Documents and compatibility with the
design concept of the completed Project as a functioning whole as indicated in the
Contract Documents. Such review and approvals or other action will not extend to
means, methods, techniques, equipment choice and usage, sequences,
schedules, or procedures of construction or to related safety precautions and
programs.
5. Differing Site Conditions
a. Preparation of sketches to resolve problems due to actual field conditions
encountered are not included in the scope for this project.
G. Record Drawings
a. From the information submitted by the Contractor to the CITY, the ENGINEER will
prepare record drawings on a mylar set of plans for each phase of this project.
The ENGINEER will not provide the record drawings in any electronic format.
7. Final Walk Through
a. The ENGINEER will attend one (1) final site inspection visit for this project to
determine if the completed Work of Contractor is generally in accordance with the
Contract Documents and the final punch list so that the ENGINEER may
recommend, in writing, a notice that the Work is generally in accordance with the
Contract Documents to the best of the ENGINEER'S knowledge, information, and
ZAi-16
belief and based on the extent of the services provided by the ENGINEER under
this Agreement and based upon information provided to the ENGINEER upon
which it is entitled to rely.
8. Limitation of Responsibility
a. The ENGINEER shall not be responsible for the acts or omissions of any
Contractor, or of any of their subcontractors, suppliers, or of any other individual or
entity performing or furnishing the Work. The ENGINEER shall not have the
authority or responsibility to stop the work of any Contractor.
EA1-17
ATTACHMENT'1131'
COMPENSATION AND SCHEDULE
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH 1 Z1 T (Southwest Parkway), Part 3
City Project No. 00899
I. Compensation
A. The Engineer shall be compensated a total lump sum fee of $25'1,355. Payment of
the total lump sum fee shall be considered full compensation for the services
described in Attachment "A" and Exhibit "A-1" for all labor materials, supplies and
equipment necessary to complete the project. All permitting, application, and
similar project fees will be paid directly by the City.
B. The Engineer shall be paid monthly as described in Exhibit "B-1", Section 1-Method
of Payment.
C. Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer.
II. Schedule
Final Plans and Contract Documents for bid advertisement shall be submitted within 215
calendar days, after the "Notice to Proceed" letter is issued.
A. Pre-Engineering Plans —60 calendar days
B. Conceptual Engineering Plans —35 calendar days
C. Preliminary Engineering Plans and Contract Documents — 30 calendar days
D. Final Engineering Plans and Contract Documents — 50 calendar days
E. Final Plans and Contract Documents for bid advertisement—30 calendar days
F. Pre-Construction Assistance— 100 calendar days
G. Construction Phase Services—300 calendar days
B-1
EXHIBIT"BA"
(SUPPLEMENT TO ATTACHMENT B)
METHOD OF PAYMENT
City Project No. 00899
I. Method of Payment
The ENGINEER shall be paid monthly upon receipt of an invoice on the basis of statements
prepared from the books and records of account of the ENGINEER, based on the ENGINEERS'
estimate of the percentage of completion of the project, such statements to be verified as to
accuracy and compliance of the project, such statements to be verified as to accuracy and
compliance with the terms of this contract by an office of ENGINEER. Payment according to
statements will be subject to certification by the Director of the Department of Engineering or
his authorized representative that such work has been performed.
The aggregate of such monthly partial payments shall not exceed the following:
Until satisfactory completion of Exhibit A-1, Part B, Section 1 hereunder, a sum not to
exceed 30 percent of the lump sum fee.
Until satisfactory completion of Exhibit A-1, Part B, Section 2 hereunder, a sum not to
exceed 60 percent of the lump sum fee.
Until satisfactory completion of Exhibit A-1, Part B, Section 3 hereunder, a sum not to
exceed 90 percent of the lump sum fee.
Balance of earnings to be due and payable upon delivery to the City of plans and bid
documents for advertising as described in Exhibit A-1, Part C.
Note: If the ENGINEER determines in the course of making design drawings and
specifications that the construction cost estimate of $2,170,000 as estimated in Exhibit "B-4A"
will be exceeded, whether by change in scope of the project, increased costs or other
conditions, the ENGINEER shall immediately report such fact to the GITY's Director of the
Department of Engineering and, if so instructed by the Director of the Engineering Department
shall suspend all work hereunder.
EB-1
i
EXHIBIT"B-2"
(SUPPLEMENT To ATTACHMENT "B91)
HOURLY RATE SCHEDULE
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH121T (Southwest Parkway), Part 3
Kimley-Horn and Associates, Inc.
Senior Professional 1 $180 -$220
Senior Professional II $135 -$175
Professional $75 -$120
Designer $110 -$125
Technical Support $60 -$105
Clerical/Administrative Support $60-$80
Effective January 1, 2007
EB-2
i
EXHIBIT"B-3A"
(SUPPLEMENT TO ATTACHMENT By
SUMMARY TOTAL PROJECT FEES
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH 1 2 1 T(Southwest Parkway), Part 3
Consulting Firm Prime Responsibility Fee Amount Percent
Prime consultant:
Kimley-Horn and
Associates, Inc. Engineering $186,265 74.1%
MWBE consultants:
Gorrondona and
Associates, Inc. Surve $44,620 17.7%
Gorrondona and Subsurface Utility
Associates, Inc. Engineering $4,000 1.6%
HVJ Associates, Inc. Geotechnical $9,960 4.0%
Non-M1WBE consultants:
Thomas Reprographics Reproduction $6,510 2.6%
Total Fee Amount: $251,355 100%
Pro'ect Description Scope of Service Total Fee MIWBE Fee Percent
Engineering Services Water,Sewer $251,355 $58,580 23.3%
City's MIWBE Goal 15.0%
E B-3A
y
EXHIBIT"13-313"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE
SUMMARY
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH 121 T(Southwest Parkway), Part 3
City Project No. 00899
WATER
ENGINEERING DESIGN
Opinion of Probable Construction Costs X Curve A X
85%
$11210,000 X 6.80% X 85.00% $69,938
SURVEY DESIGN $19,460
SUBSURFACE UTILITIES ENGINEERING $37000
G EOTEC H N I CAL
ENGINEERING $4,980
REPRODUCTION $3,900
10% SU BCONSU LTANT FEE $3,134
ADDITIONAL SERVICES $28,965
SUBTOTAL $133,377
SEWER
ENGINEERING DESIGN
Opinion of Probable Construction Casts X Curve A X
85%
$9601000 X 6.80% X 85.00% $55,488
SURVEY DESIGN $251150
SUBSURFACE UTILITIES ENGINEERING $11004
GEOTECHNICAL
ENGINEERING $4,980
REPRODUCTION $2,610
10% SU BCONSU LTANT FEE $3,375
ADDITIONAL SERVICES $25,365
SUBTOTAL $1171978
TOTAL F E E
WATER DESIGN FEE $133,377
SEWER DESIGN FEE $117,978
GRAND TOTAL $25'1,355
E B-3 B
EXHIBIT 66B-3C"
(SUPPLEMENT TO ATTACHMENT B)
TOTAL FEE SUMMARY& DESIGN FEE BREAKDOWN
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH 121 T(Southwest Parkway), Part 3
City Project No. 00899
A. SUMMARY OF TOTAL FEE
Service Description Water Sewer Total
Engineering Services including
Additional Services $1131917 $ 921818 $2061735
S u rvey Fee $ 19,460 $ 25,160 $ 44,620
Total Fee $133,377 $1 17,978 $251,355
B. BREAKDOWN OF WATER AND SEWER FEES
Less Survey Fees)
1. Total Water Fee less Survey Fees Breakdown by Concept, Preliminary and Final.Design
a. Concept(30%) = (Total Water Fee—Survey Fees) x (0.3) = $ 34,161
b. Preliminary (60%) = (Total Water Fee—Survey Fees) x (0.6) = $ 68,362
c. Final (10%) = (Total Water Fee—Survey Fees) x (0.1) = $ 111394
2. Total Sewer Fee less Survey Fees Breakdown by Concept, Prelimina and Final Design
a. Concept(30%) = (Total Sewer Fee—Survey Fees) x (0.3) = $ 27,845
b. Preliminary (60%) = (Total Sewer Fee—Survey Fees) x (0.6)= $ 55,691
c. Final (10%) = (Total Sewer Fee—Survey Fees) x (0.1) = $ 91282
EB-3C
EXHIBIT 6613-3D"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH 121 T(Southwest Parkway), Part 3
City Project No. 44899
Water
Topographic Surveys 2,700 LF x $4.8011-F $1 21960
Easements 13 EA x $5001EA $ 61500
Subsurface Utility Eng. 1 LS x $31000 1 3,000
Total $22,460
Sewer
Topographic Surveys 4,200 LF x $4.8011-F $207160
Easements 10 EA x $5001EA $ 51000
Subsurface Utility Eng. 1 LS x $1,000 1,000
Total $25,160
Survey Services Total $48,620
Water Department (Water & Sanitary Sewer) Subtotal $48,620
E13-3D
s
EXHIBIT"13-3E"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR REPRODUCTION SERVICES
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH121T (Southwest Parkway), Park 3
Project No. 00899
SETS /SHEET SHEETS TOTAL
I Pre-Engineering-
Plans
($2.00/sheet x sheets/set+ $1.00 binding/set) 4 $2.00 5 $52.00
2 Preliminary Design-
Plans
($2.00/sheet x sheets/set+ $1.00 binding/set) 15 $2.00 35 $1,055.00
Specs
($0.035/page x page/report+ $1.25
binding/set) 2 $0.035 200 $15.50
3 Final Design-
Plans
($2.00/sheet x sheets/set+ $1.00 binding/set) 2 $2.00 35 $142.00
Specs
($0.035/page x page/report+ $1.25
binding/set) 2 $0.035 200 $15.50
Mylar Cover Sheets
($7.50/sheet x sheets/set) 1 $7.50 1 $7.50
4 Bid Advertisement-
Plans
($2.00/sheet x sheets/set+ $1.00 binding/set) 50 $2.00 35 $31550.00
Full Sized Plans-Water Dept.
($2.00/sheet x sheets/set+ $1.00 binding/set) 5 $2.00 35 $425.00
Half Sized Plans
($1.00/sheet x sheets/set) 15 $1.00 35 $540.00
Specs
($0.035/page x page/report+ $1.25
binding/set) 50 $0.035 200 $412.50
5 Final Mylars-
Plans
($7.50/sheet x sheets/set) 1 $7.50 35 $252.50
6 Mounted Exhibits-
($35.75/sheet x sheets/set) 2 $35.75 1 $71.50
Reproduction Services Total $69510.00
Water Department(Water&Sanitary Sewer)Subtotal $6,510.00
Note: services above will not be performed by an MWBE firm
EB-3E
EXHIBIT"B-3F"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR ADDITIONAL SERVICES
Engineering Design Services Associated with
Water and Sanitary Sewer Relocations for SH 121 T(Southwest Parkway), Part 3
Project No. 00899
General Additional Services: Water Sewer Total
TxDOT Standard Utility Agreement for Cost
Participation $71580 $71200 $141780
Routing and Conditions Assessment $32300 $31100 $6,400
Coordination Meetings $3,125 $3,125 $6,250
Monthly Reports $500 $500 $11600
Traffic Control $3200 $1,900 $51100
SWPPP $1,000 $2,400 $37000
Pre-bid meeting $250 $250 $500
Bidders Questions $1)050 $17050 $21100
Bid Opening $250 $250 $500
Pre-construction meeting $250 $250 $500
SUBTOTAL $20,505 $19,625 $40,130
Water Department Additional Services: Water Sewer Total
Construction Period Observations $3,420 $2,280 $51700
Shop Drawing Reviews $21520 $1,680 $41200
Final Walk Through $300 $300 $600
Record Drawings $21220 $11480 $3,700
SUBTOTAL $8,460 $59740 $147200
TOTAL FOR ADDITIONAL SERVICES
Additional Services Total $28,965 $25,365 $549334
Water Department(Water& Sanitary Sewer) Subtotal $549330
E B-3 F
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City of Fort Worth
Water and Sanitary Sewer Relocations for SH-121T(Southwest Parkway),Part 3
D.O.E.No.
Water Project No.PW
Sewer Project No.PS
Exhibit B-4A
Kin,ley-Horn & Associates, Inc. opinion of Probable Construction Cost
Client: City of Fort worth Date: 09/25/2007
Project: water and Sanitary Sewer Relocations for Prepared By: CTD
SH121T Southwest Parkway, Part 3 Checked By: GAG
L Title: Part 3 Summary Sheet Sheet: 1 of 12 __J1
Item Description TxDOT Linear Feet Cost
Reimburable
Water Improvements:
W1. Part 3 Sycamore School Road 15-inch water Line Yes 850 $400,000
W2. Part 3 Villages of Sunet Point 12-inch water Line Yes 150 $309000
W3. Part 3 Risinger Road 16-inch water Line Yes 500 $260,000
W4. Part 3 Sun Country 36-inch water Line Yes 400 $350,000
W5. Part 3 Stuart Feltz 12-inch water Line Yes 1 000 $160,000
Total 2,900 $1,2109000
Sewer Improvements:
S1. Part 3 M-459-B* 15-inch Sanitary Sewer Line Yes 11450 $3309000
S2. Part 3 M-459-B* 18-inch Sanitary Sewer Line No 850 $2909000
S3. Part 3 M-459-B* 12-inch Sanitary Sewer Line Yes 850 $110,000
S4. Part 3 M-459-A*21-inch Sanitary Sewer Line Yes 250 $80,000
S5. Part 3 M-459* 24-inch Sanitary Sewer Line Yes 500 $120,000
S6. Part 3 8-inch Sanitary Sewer Line Yes 200 $309000
Total 41100 $960,000
Total Improvements:
Total 7,000 $2,1709000
Basis for Cost Projection:
No Design Completed
❑ Preliminary Design
❑ Final Design
This total does not reflect engineering or technical services.
Kimley-Horn & Associates, Inic. Opinion, of Probable Construction Cost
client: City ofFort Worth Date 09/25/20107�
froject: 'Water and Sanitary Sewer Relocations for SHI 21 T
(Southwest Parkway), Part 31 Prepared By: CT I D
,KHA No,,., 000008024 Checked. GAG,
Wili.,Part,3 Sycamore School Road 1,6-inch Water Line Sheet,-, 2 of'12
lo. litern Descrilpti,on Quantity Unit Unit Price Item Cost,
I 16-inch Press Class,250 DI Wateir Pipe by Open Cut(All 20017 L,F $96.00 $19,200
Depths)with back fill pier item,D-,24
2 16-inch Pressure Class 250,Dl'Water Pipe by Open Cut w/30" 5001 LF $450-00 $225,0010
Steel Casing and Stainless Steel Spacers
3 24"Steel Casing by Bore with 12"Carrier Pipe,w/Stainless Steel 11150 LF $550.00 $182,5010
Spacers
4,
12 inch Resilient Seat Gate Valve with Box, 4 EA $1,15010.00 $6,0010
5 6-in h Resillient Seat Gate Valve with Box 2 50-00 $1,700
51
Sts sr Fire Hydrant 1 EA $1;12 0 01 1.0101 $1,2010
61 Fire Hydrant Extension, 2 1 VF $100.010 $200
7 Ductile Iron Pipe Fittings 1 TON $13,0100-00 $30000
8 Site Specific Trench Safety System, D-26 700 LF $2. 1 X400
9 6-inch,Blow Oiff Valve and Vault 1 1 EA $5*000.00 I 5,000
10 Permanent H Pavement a di on Reinforce Concrete Basle 0 LF $55,00 $0
Repair per Fig.2000-11A
11 Topsoil and Hydromulching Per It D-451 700 LF $7.0 $14,9100
1,2 Storrin Water Pollution Prevention Implementation 0 LS $211000.00 $0
13 Remove Existing Giiate Valve and Delivery to It 311 EA $8,0101-00, $2,,400
14 Relocate Existing Water Meter and Box Per Item D-52,.7 I EA $700.00 $7010,
11 LF $,1,0010.00 $1,000
15 �2-iinch Service Tap to Main
16 2-inch Type K Copper Water Service Line to Meter Per Item D- 50 LF $60.00 $13,0010
'52.71 00
17 Grout 12-inch Water Line to be abandoned with Flolwab LF $6.
ile Fill, DA- 1510
�108
-'J
Basis for Cost Projection: Subtotal* $358,100
No Design completed Confing. �%,+/-)l 10 $4119010
El Preliminary Design jjTotal: 1E $400
0 Final Design
This totali does not reffect engineering or technical services.
Kimley-Horn, &Associates, Inc. Opinion of Probable Construction Cost
Cli City of Fort'Worth Date.: .............. 09/2512007
Proj'ect,.� Wat,er and,Sanitaq Sewer,Relocations for SH121T
(Southwest Parkway), Part 3 Prepared By: CTD
IKHA No,,. 00,0008024 Checked By: G,AGi
Title- W2,. Part 3 Villages,of Su net Point 12-inch Water Line Sheet-, 3 of'12
Its em Nlo,..,, Item Description Quanti�y Unit Unit Price Itern-Costl
1 12-inch PVC C-9 14 or Pressure Class 350 Ductile Iron 150 LF $551. 8,25101
Water Pipe(All Depths)with Backfill per item D-24 I
2
12-inc Resilient Seat Gate Valve with Box 1 EA $1,151001-001 $1,500
3 Duct'i�le Iron Pipe Fittings M TON $3,0001.010, $1:,5010
4 1 Site Specific Trench Safety System, -26 150 LF $2.00 $3010
5 Concrete pavement Repair per figure 2000-2 50 SY $60.00 $3,000
6 Concrete Curb and Gutter Replacement, DA-24 10 LF $40.00 $400
7 Topsoil and Hiydrom,ulching Per Item D-45 10011 LP $7.00
8 Storm Water Pollution, Prevention, Implementation 0 LS $2,10010.00 $0
9 Grout 12-inch Water Line to be abandoned with Plowable Fill,, DA- 300 LF $6.00 $11800
108
10 'Remove Existing Gate Valve and Delivery to City 1 EA $800-01 $8010
J
Basis for Cost Pro jection: �Subtot,a�l. $18,250,
No Design Completed �Cointin %,+ 10, $11,7501
E] Preliminary Design I'Total-, - IF $2 ,0=0=0=j
El Final Design
This,total does not,reflect engineering oir technical serviceS.
4
Diller-Horn &Associates, Inc. Opinion of Probable Construction Cost
Client: City of Pa W' rth Date-, 09/25/2007
Project: Water and Sanitary Sewer Relocations for SHII 21 T
(Southwest Parkway), Part 3 Prepared By: CTD
IIBHA No.. 000100802,4 Checked By. �AG
F it, W3.Part,3 isinger Road 16-inch Water Line Sheet,: 4 of 12!
Item No. Item, Descr1 pfion Quan2y_ Unit Unit Price Item Cos?
1 16-inch Pressure Class 250 it Water Pipe by Open Cut(All LF $96.00 $8,640
Depths)with hack 11 per item D-24
2 16-inch Pressure Class 250 DI,Water Pipe by Open Cut w/30';' 410 LF $450.00 $184,500
Steel Casing and Stainless Steel Spacers,
3 1:6-inch Resilient Seat Gate Valve with Vault 2 EA $15,000-00 $30,000
4 Standard Fire Hydrant 0 EA $1,200-00 $0
5 Fire Hydrant Extension 0 VF $100.00 $10
6 Ductile Iron Pipe Fittings I TON $3,0100.00 $3,000
7 Site pecifi,c Trench,Safety System, D-26 5010 LF $2.00 $1,000
8 Concrete Sidewalk and, Driveway Replacement, D-2,0 0 SY $60-00 $10
9 Topsoil and Hydrolmulching Per Itern D-45 500 LF $TM $3,500
10 Storm Water Pollution Prevention Implementation 0 LS $2)000M $0
11 Remove Existing Gate Valve and Delivery to City 0, EA $800.00 $0
Basis for Cost Proj'ectio I n Subtotal* $2301,6401
No Design completed Cont!U. 10 $29,36011
Preliminary Design ITotal:, $2601000 111�
Final,Design
This total does not reflect engineering or technical services.
mirnley-Horn &,Associates, Inc. Opinion of Probable Construction Cost
Client: City of Fort Worth Date: 09125/2007
Project-. Water and Sanitary Sewer Relocations for SHI 21 T
(Southwest Parkway), Part,3 Prepared By: CITD,,
11,KH'A No.. 000008024 Check By. GAG
i t=1e.- W4.Part 3 Sun Cou,nly,36-inch Water,Line Sheet: 5 of 12
Item No., Item, Description Q u,a ntty Unit Price Item C=Ost 9
W
1 36-inch Pressure Class 250 DI, "eater Pipe by Open Cut(All 130l, LF $216.001 $28,080
Depths)with, backfill per item D-24 1
2 1514"Steel Casing by Olpen Cut with,36"Carrier Pipe w/Stainless 270 LF X600.0 $162,000
Steel Spacers
3 36-inch, Resilient Seat Gate Valve with Vault 2 EA $45,000.00 $90100,00
4 Diuctile Iron pipe Fittings 5 TON $4,000.00 $20,000
5 Cut and Plug Existing Water Mains 21 EA $2,000,00 $41000
6 Site Specific Trench Safety System, D-26 400 LF $2,00, $8010
7 Exploratory Excavation (D-Hole), D-51 2 EA $1,000.00 $21000
8 Grout 36-inch Water Line to be Abandoned with Flowable Fill, DA- 270 LF $15.00 $4,050
,108
9 12-inch Combination Air,Release and Vacuum Valve with,Vault I EA $6,000.00, $6,000
10 6-inch Blow Off Valve and Vault 1 EA $5,000.00 $51,000
11 Topsoil and Hiydromu:lchin,g Per Item D-45 4010 LF $7.0:0, $208,00
12 Storm Water Pollution Prevention,Implementation 0 LS $2,000.010 $01
............
Basis for Cost Projection, Subtotal., $324,730
No Design Completed Conting, 10 -1 $1351270
L 000
Total: $360 s 101
Preliminary Design,
Find Design
Thi's totall doles,not reflect engineering,or technical services.
Kimley-Horn &,Associates, Inc. Opinion of'Probable Construction Cost
wool
Client: City of Fort Worth, Date: 09/2512007'
Project.- Water and Sanitary Sewer Relocations for SHI 21 T
(Southwest Parkway), Part 3 Prepared By: CTD
LKHA No.: 000008024 ............. Checked,By:, G
JTitle. W5.Part 3 Stuart Feltz 12-in,ch Water L,ine Sheet: 6 of 1 2
Ete m lira. Item Desc,E!ption Quantity Unit Unit Price Item Cost
1 12-inch PVC C-900 D 1 or,Pressure Class 350 Ductile iron 750 LF $55-001 $411,250
Water Pipe(Alil Depths)with ac fill per item D-24
2 12-inch Pressure Class 350 Cl Water Pipe by Open Cut w/24"l 250, LF $3001.00 $75,000
Steel Casing and Stainless Steel Spacers
3 1 0-inch PVC C-900 DR-11 4 or,Pressure Class 350 Ductile Iron 20 LF $60.00 $1 t200
Water Pipe(All Depths)with with Backfill per D-24
4 12-inch Resilient Seat Gate Valve with Box 2 EA $11,500. O $3,000
5 Standard Fire Hydrant 1 EA $1200.00 $1,200
6 Fire Hydrant Extension 5 VF $100.00 $500
7 Ductile Iron Pipe Fittings 2 T'ON $3,00,01.100 $6,1000
8 Site Specific Trench Safety System,, D-26 1,000 LF $12-00 1 $,2 0 00 0
9 'Permanent HMAC Pavement and Non-Reinforced Concrete Base 50 LF $55.00 $2,750
iRelpair per F'ig. 200,E-1A
10 Topsoil and Hydromulching Per Item D-45 720, LF $7.00 $5,040
Storm Water Pollution Prevention Implementation 01 LS $2,000-00 $0
12 Grout 1 0-inch Water Line to be abandoned,with Flowable Fil,l, DA- 425 LF $5.00 $21125
108,
Basis for Cost Projection: Subtotal.. $140l,0,65
No Design completed Conting. (0/o,+/-) 10 $19,935
total:Prel liminary Design $1
El Final Design
This,total does not reflect engineering or technical services.
P
Kilm ley-Horn &Associatiels, Inc. Opinion of'Probable Cor tructiorl Cost
Client: C ity of Fort Worth to 019/25/20107
Project- Water and Sanitary Sewer Relocations for SH121T(Southwest
Parkway), Pail 3 Prepared By-. CTS
KHA No.- 00,00018024 Checked -.1 GAG
liTitle: S1.Part 3 M-459-B*1 5-inch Sanita!y Sewer Line Shut: 7 of 12
101. Its Description Quantity Unit, Unit Price It Cost
11 5-inch PVC SDR-26 Sewer Pipe with with ac 1'I per D-24 113007 LF $85.00 $110,500
2 30"'Steel Casing by Bore with 15"'Carder Pl w/Stainless Steel 150� LF $550-00 $82,,500
Spacers
3 Site Specific Trench Safety System, D-26 1,3010 LF $2l.00 $2,600
4 Modified Type"A"5-foot Diameter Sanitary Sewer,Manhole,to 6t 1 6, EA $5,00U0 $30,1000
deep, D-27
1 $110,500
51 Added Depth for Sanitary Sewer Manholes Greater than 6' Deep, 310 VF $3501,010
D-27'
6 Concrete Collar for Manhole, D-2,7 6 EA $5KOO $3,1000
7' Watertight Man�hole Insert Per Item D-27 6 EA $200.00 $1,200
8 Interior Manhole Protective Coating, DA-1 1,DA,-14 or Dil 5 50 VF $250.00 $12,500
9 iCut and Plug Existing Sanitary Sewer Main 2 EA $1500.00 $1,0010
10 Removie Existing Sanitary Sewer Manhole,, D-291 4 EA $1,5001.101 $6,0100
11 Prie-Construction Television Inspection of Sanitary Sewer Lines,i D-i 1140,01 LF $4.1001 $51,600
35
12, Po,st-Co nstru ctio nil Television Inspection,of Sanitary Sewer Lines, Di 14501 LF $31.010 $4,35,01
138
13 Vacuum Testing of Sanitary Sewer Manholes, D-36 6 1 EA $200.00 $1,200
14 Topsolil and Hydromulching Per Item D-45 11,250, LF $8,750
15 Concrete pavement Repla,ir per figure 2000-2 1510 SY $60.00 K01010
1,6 Concrete Curb,and Giutter Replacement, DA-24 `101 L F $40.00, $400
17 Grout 15-inch Sewer L,inei to be Abandoned,with Flow able Fill, DiA- 1,425 LF $7.0101 $9,975
108 01 $0
18 Storm Water Pollution Prevention Implementation LS $10,000-00
Basis for Cost Projection.- Subtotal* $299,075
1
No Design completed Clonting. 10 $30,1925
Preliminary Design ff 70—ta
Final Design
This total does not reflect engineering or technical services.
Kimley-Horn &Associates, Inc. Opinion, of Probable Construction Cost
Client: City of Fort Worth Date.,- 019125112007
Project., Water and,Sanitary Sewer Relocations for SH121T(Southwest
Parkway), Part 3 Prepared By-, CT
11K HA No.. 000008024 Chad ked! GAG
title:e: S2.Part 3 M-459-13*118-Inch Sanitary Sewer Line Sheet: 8 of 1,2
Item No, Item Description Quantity Unit, Unit Price Item Costl
1 18-inch Sewer Pipe with with,Bait fill per D-24 850 LF $11 0.001 $931,500
2 Site Specific,Trench,Safety System, D-26 850 LF $2.010 $1,700
3 Modified Type"A"5-fort Diameter Sanitary Sewer Manhole,to 6' 2 EA $5,000-00 $10,000
deep, D-27
4 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep, 15 VF $350.00 $51,2510
D,-2 7
5 Concrete Caller for Manho�le,D-2,7 2'1 EA $500.00 $1,000
6 Watertight Manhole Insert Per Item D-27 2 EA $2001�010 $400
7 Interior Manhole Protective Coating, DA-1,1, DA-1,4 or DA-1 5 27 VF $250.00 $61750
8 Cut and,Plug Existing Sanitary Sewer Main 2' EA $500-00 $1,000
9 Re iolve Existing Sanitary Sewer Manhole, D-2,9 2, EA $115001.010 $3,000
1;0 Pre-Consitruction Television Inspection of Slan,itary Sewer Lines, D- 850, LF $4.00 $3,4010
35
ill Post-Constructioln Television Inspection of Sanitary Sewer Lines, D 850 LF $3.00 $2,550,
138
112 Vacuum Testing of Sanitary Sewer anholesi, D-36 2 EA $2010,00 $400
13 Topsoil and Hydromulching Per Item D-45 0 LF $7.00, $01
14 Concrete pavement Repair per figure 20 0,-2 1$900 SY $60.010 $114,000
15 !Concrete Curb and Gutter Replacement, DA-24 50 LF $40.,00 $2,000
16 Grout 18-inch Sewer Line to be,Abandoned with Flowable Fill, DA- 850 LF $7.50 $6,375
109
17 Traffic Control 1 LS $10,000.00 $1,010010
18 14-inch PVC Sanitary Sewer Pipe(Service,Line), by Open Cut 15 LF $150,,00 $2,250
Basis,for Cost Projection: Subtotal: $263575
No Design complieted Contin2.(%,1LJ_ 1 o $26,425
Prelim Inary Design Kotall: $2901000
F'inal Design
Th,ils total does not reflect engineering or technical services.,
Kimley-Horn &Associates, Inc. Opinion of'Problablle Construction Cost,
City of Fart Worth Date-, 091/25/12007
Project: Water and Sanitary Sewer Relocations for 21T(Southwest
Parkway ,Part 3, Prepared BY- CT6
11KHA No.: 000008024 Check,!g=B
GAGI
I=it le: S3. Part 3 M-4,59-B*12-inc alai Sewer Line Shut: 9 of1 2
Itiern No, Item Description Quantit ,it it Price", Item Cost
1 12-inch PVC S Sewer Pipe ith with, ac fill per D-24 8501 L "5.00 $63,7'50
2 Site Specific Trench Safety Systern, -26 8501 LF $2.00 $11," O
3 Std. -f t Diameter Sanitary Sewer Manhole,to 6'deep,D-27 2 EA $1315010,00 $7,000
4 Addledl Depth for Sain,ita,ry Sewer Manholes Greater than 6'Deep, 4 VF $35U0: $1,400
D-27
5 Concrete Collar for Manhole,D-27 2 EA $5010.00 $1,000
6 Watertight Manhole,Insert Per Item D-27 2 EA $200.00 $400
7 Interior Manhole Protective Coating, DA-1 1, DA-14 or DA-1 5 16 VF $250-00 $4,000
8 'Cut and Plug Existing Sanitary Sewer Main EA $500.00 $500
9 Remove Existing Sanitary Sewer Manhole, D-29 1 EA $1,1500.00 $1,1500
10 Pre-Construction Television Inspection of Sanitary Sewer Lines, D- 950 LF $4.00 $3,800
315
P,ost-Constr,uctiolin Telev iii on Inspection of San�itary Sewer Lines, D' 85,01 LF $3.,00 $2,51510
38,
12 Vacuum Testing of Sanitary Sewer Manholes, D-36 21 EA $200-010 $14010
'113 Topsoil and Hydromulching Per Item D-45 18,50 LF $7.00, $15,91501
14 Stoirm Water Pollution Prevention Implementation 0 LS $12,0001-001 0
15 Grout 12-inch Sewer Line to be abandoned with Flowable Fill's 950 LF $6.010 $5170101
,1018
.... ..............
Basis for C-olst"I Projectlnj: SubtotaL $99,650
Cont,in2._�%,7t�� 10 $10M31,50111
No Desig,n comp�eted, J�Ll(it a 1: $1110$0100
Preiiminary Design
Final Design
This total,doles not reflect engineering or technical services.
Kimley-Horn &,As,s,oc,l'ates, Inc., Opinion of Pro 'able Construction Cost
Client: City of Fort Worth, Date: 09/25/2007''
Project: Water and Sanitary Sewer Relocations for SHI 21 T(Southwest
Plarkway),Part 3 re are' By: CT
KHA No. 000008024 Checked' Y, GAG
Pa rot 3 M-459-A*21-inch San itary Sewer Line Sheet.- 10 ofl 2
All
Item Description- Quantity, Unit,- Unlit Price Item Cost
1 21,11-inch Sewer Pipe,with with Backfill per D-24 2501 LF $125.00 1 $31,2150
2 Site Specific each Safety System, D-26 2 5 0 1 LF $2.00 1 $500
3 Junction Sanitary Sewer Manhole,to 6'deep, D-27 2 EA $10,000.00 $20,000
4 Modified'Type"'A"5-foot Diameter Sanitary Sewer Manhole,to 6,' 0 EA $5,00l0.00 $0
deep, Di-27 1
5 Added,Depth for Sanitary Sewer Manholes Greater than 6"Dee 50.00 $0
Dl-27
6 Coinic,relte Collar for Maniholle,, D-27 0 EA $500.00 $0
7' Watertight Manhole Insert Per Item Di-27 o EA $200.00 $0
8 Interior Manholl,e Protective,Coating�, DA-1 1, DA-1 4 or D'A715 30, VF $250.,00 $7,500
9
Coat and Plug Existing Sanitary Sewer Main 1 EA $5,00.00, $500
10 Remove Existing Sainiitary Sewer Manhole, D,-291 0 EA $1,51001.00 $0
11 'Pre-Construction Television Inspection olf Sanitary Sewer Lines,, D000 335, LF $4,.010 $1,340,
35
12 Post-Construction Television Inspection,of Sanitary Sewer Lines, Di 250, L,F $,3.00 $1750
38
13 Vaculuirn Tiesting of Sanitary,Sewer Manholes, D-36 2 EA l $2010.010 $400,
1 $7.0l0,
14 Topsoil and Hydromuliching
Per Item D45 2510, LF $11,750
15 Storm Water Pollution,Prevention Implementation 0 LS $2,000.00 $10:
1161 Grou,t 211,-inich,Sewer Line to be Abandoned with,Flowab,le Fill, DA-1 150 LF $8.00 $11,20,0,
1108
Illoo-- ollo"
Subtolt1 111. $l63,9190
Basis for Cost Projectillow:
Conting., 10 $161010
L7� No,Design Completed
I*
1 Tolit $80 066
Preliminary Design
Final Design
This,total does,not reflect engineering or technical per ices.
KlmLey-Horan &Associates,, Inc. OpInion of Probable Construction, Cost
iclient.* City of Fort Worth Date.- 09/2512007
Project., Water and Sanitary Sewer Relocations for SH1 21 T(Southwest
Parkway),Part 3 Prepared By.- C
'BHA No,. 000008024 Checked By.-I GAG
IlTitle: 85.Part 3 M-459*24-inch Sanity g Sewer L,iine Sheet.,, 11 of 12
item Ro. Item Description Quantity Un,ilt Unit P'recce litern Cost
1 24-inch Sewer Pipe with with Backfill per D-24 5010 LF $150.00 $75*0001
2 Site Specific Trench Safety System, D-26 5 0 LF $2.00, $1,000
31 Junction Sanitary Sewer M,anhiolMe,to 6'deep, D-27 I I A $10,000.00 $10,000
1 $10
4 Modified Type"A"5-foot Diameter Sanitary Sewer Manhole,to 6," 0 EA $5,000-00
dieep, D-27
5 Added Depth,for Sanitary Sewer Manholes Greater than 6"Deep, 01 VF $350.00 $0
D-27 1
6 Concrete Collar for Manhole, D-27 0 EA $5010�010 $0
Watertight Manhole Insert Per Item D-27 0, EA $12010-00, $0
7 1 1 1
8 ,Interior Manhole Protective Coating, DA-1 1,DA-14 or DA-1 5 1,5 VF $250.010 $13,7510
91 'Cut and Pliu,g Existing�Sanitary Sewer Main, 11 EA $1500�010 $500
110 Remove Exisfi ng Sanitary Sewer Manhole, D-29 11 EA $1,51010-00; $1,500
11 Pre-Conistruction Television, Inspection of Sanitary Siewler Lines,D,- LF $4.01 ,200
i351
11 2 Post-Con'struction"Tel evision sp
Inection of Sanitary Sewer Lines, � L,F $100 $1,500
3,8
13 Vacuum Testing of Sanitary Sewer Manholes, D-361 11 EA $200-00,
14 Topsoil and Hydromulching Per Item Di- 5 500, LF $7.00 $3,500
15 Storm'Wlater Polluition Prevention Implementation 01 LS $2,0100-010 $01
1 Grout 24-inch Sewer Line to be Abandoned with Plowable Fill, DA- 35 LF $10.010, $3,5010
1108
Subto�tal* $104,650,
Basis or Cost Projeciion: Continq,�%,+/-) 110 $15,3501
LTJ No Design Completed 1000
Ll Preftinary Design =Ota
Finl Design
This total does not reflect engineering or tee hnical services.
Kimley-Horn &Associates, Inc. Opinion of Pro le Construction Cost
ity of Fort Worth Date: 09/25/2007
Client.-, C*
Project- Water and,Sanitary Sewer Relocations for SH121T(SouthwEst
Parkway),Part 3 Prepared By: CT
JKHA No.: 000008024 Checked,By: GAG
�Tltle: S&Part 3 iinch San't a!j Sewer Line Sheet,:, 12 of 112
Item No. Item,Deslcd2ti:on Quant!!x Unit Unit Price It Cost,
1 8-inch PVC Sanitary S I ewer Pipe, by Open Cut 2001 LF $45.010 $9,000
2 Site Specific Trent,h Safety System, D-26 20,0 LF $,2.00 $400
3 Std.4-foot Diameter Sanitary Sewer Manhole,,to 6'deep, D-27 1 EA $3,500.00 $31,5010
4 Added Depth for Sanitary Sewer Manholes Greater than 6"Deep, 4 VF $350.001 14010
D-27
5 Concrete Collar for Mlianhole, D-27 I EA $5010 $500
61 Watertight M,and io:lie Insert Per Item D-27 1 EA $200.00, $200
7 Interior Manhole Protective Coating, DA-1 1, DA-14 or DA-1 5 2 VF $250-00 $500
8 'Cut and Plug Existing Sanitary Sewer Main 11 EA $500.00 $5001
9 Remove Existing Sanitary Sewer Manhole, D-,29 11 EA $1,500-00 $1,500
10 Pre-Construction,Television Inspection of Sanitary Sewer Lines, D- 255, LF $4.00 $1,020
35,
11 Post-Conistruction,Television Inspection of Sanitary Sewer Lines, D 200 LF $3.010 $600
38, 10
1,2 (Vacuum Testing of Sanitary Sewer Manholest D-36 1 $20
I EA $200.00,
13 Topsoil and Hydromulching Per Item D-45 200 F $17 $1,4,00
11 4 Storm Water Pollution Prevention Implementation 0 L,S $1 ro11000.00 $0
15 Grout 8-inch Sewer Line to,be abandonedwith Flolwablie Fill,, DA- 150 LF $4.00 $16010
Basis for Cost Projection: Sub total. $21 1!3201
No Design completed Cont,in2. 10 $8,116811
Preliminary Design =ot a 1 3 $3010001
Final Design
This,total does,not reflect engineering or technical services.
or
ATTACHMENT C
CHANGES,AND AMENDMENTSTO STANDARD AGREEMENT
Water and' Sanitary Sewer Relocations
For,SH1 21 T(Southwest Parkway), Pad 3
D.O.E. N .
Water Project N . PW
Sewer Project No. PS
There are no changes,or ami erg dmerg s the Standard Agreement.
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I
r '
�I III MII�III II�
Water and d Assmiates,
Sanitary Sewer RELOCATIONS 8,01 Cherry
� IIIIIII Air Rel�oicatioins for SH 121 T µ
SUNSET POINT
O ISTRICT 6; AP
oil
A
up to,
op
..........
-— —------------- ....... ......... ......... ......
sm JLA— I
city ot r ortL Won"
WATER LINE and Associates,Inic.
Water an�d Sanitary Sewer 801 Charry St,Suha 1025 Ft.WorLh,TX 76102 817-335-6511
RELOCATIONS
Relocations for SH 121 Ti
..... .........I
.................
CITY COUNCIL, DISTRICT 6-, MAPSCOi 102
(Southw�est Parkwayi),P�art 3 RSIINGER ROAD
MW
imp
..........
............. ..................
............................ ----------- ..........
IN: 11
ills i: IN 11=1111111111:
owl',
........... .............
cit Y of Fort Worth WATER LINE Kimley
and Associates,,Inc.
Water and Sanitary Sewer SM Cherry St.,SuRe 1025 Ft Worth,TX 7'6102 817—M5-65111
RELOCATIONS
Relocations for SHI 121 T
SUN COUNTRY
(Souithwest Parkway),Part 3
STUART FELTZ
LCITY COUNCIL DISTRICT 6- MAPSiCO 102 & 116
jj
............................... ...............-
City U,-,,&f Fort ITAVOrth M Kimiley-Hiorn
ML-3 an ssmiates, nc.
W a,tE;%r and Sanitary Sewer SANITARY SEWER BM Chaffy Sl-SURB 1020 Unit 11 Ft.Wbrlth,TX 76102 a17-336-6511
r-, m i r
ELOCATIONS
Relocations for SH 121T
(Southwest, Parkway)i,Part %31
CITY COU�NICIL DISMICT 6; MAPSCO 102-�l
j
Page I o�f 2
110
A
uity of Fort Worth, Texas
Ma%jwor and Councl"I Co 111unicati0on,
COUNCIL ACTION-,-, Approved on 12,/412,00�7
DATE-. Tuesday, December 04, 2007
LOG NAM E:1 30121 T PART 3 REFEREN�CE NO..- **C.122555
SUBJECT:
Authorize Execution of' an Engineering Agreement with Kimley-Horn and Associates,' Inc., for Water
and' Sanitary Sewer Relocations, for State Highway 121T', Part 3, from Dirks, Road to Farm to Market
Road 1187 (City Project No.00899)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an, engineering agreement
with Kimley-Horn and Associates, Inc., for Wa�ter and Sanitary Sewer Relocations for State Highway 121T,
Part 3, from Dirks Road to Farm to Market Road 1187.
DISCUSS10"N:
On December 8�, 1998v� (M&C C-17178) the City Council authorized the City Manager to execute an
Interlocal Agreement between the City, Texas Department of Transportation (TXDOT) and the North Texas
Tollway Authority (NT'TA) concerning the d�evel�o,pm,ent of the Southwest Parkway (SH-121T) as, a turnpike
project from Interstate H,ig,hway 3,0 (Summit Avenue) to Alta Mesa Boulevard., The agreement provided for
the City to relocate conflicting City-owned utilities, and to extend City-owned utilities to the outside boundary
of the right-of-way.
In order to expedite design and construction, the overall project was, divided into the following parts: Part 1
(from Hulen Street to Summit Avenue), Part 2, (Hu�len Street, to Alta �Mesa Boulevard) and Part 3 (Dirks,
Road to FM 1187). Parts, 1 and 2 are in various stages of design and construction.
This project, Part 3, consists of the preparation of plans and specifications for the necessary water/sanitary
sewer relocations and extensions required for the, con:struction of the proposed Southwest Parkway (SH-
121 T') as, an, access control roadwa�y/toll, road from Dirks, Road to F'M 1187.
Kimley-Horn and Associates, Inc., proposes to perform the necessary design work for a lump sum fee of
$2511355. City Sta,ff considers this, fee to be fair and reasonable for the scope of services pirolplo�s,ed�.
In addition to the contract amount $53,4010 ('water.- $3,1�,6010 and sewer-. $2�1,800) is required for project
management, utility coordination and real property acquisition by the Engineering Department.
Kimley-Horn and Associates, Inc., is in compliance with the City's MIWBE �Ordina,nce by committing to 23
percent,M/WBE participation. The City Y:s, goal, on the project i's 15 percent.
This project is, located in COUNCIL DISTRICT 6, M�aps,co 102 and 116.
http://www.cfwnet.o�rg/council—packet/Reports/mc_,,,pnnt.asp 12/5/2007
Page of 2,
FISCAL INFORMATIONICERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the
Water and Sewer Capital Projects, Fund.
O Fund d c u c C ers FROM Fund/Account/Centers
.P264 531200 606170089931 $34,161.00
P26i4 53,1200 606,17'0089932 $6 362-
P2+ 4....a 1 2 0 606 170089933 ,x_11�39,4 00
P264 531200 60617 !08: 9146-010
274 531 200 7061 x 0089931 $27 845.00
P274 531200 706170889932 $551691.00
74 531 '7016170,018,919133, 912 .
P'274 531200 7061700819951 $25,160-00
Su m"Ift d for CI Cana er"s Ofiigg b Marc A. Ott (8470
�nl Irk l _teaftment Head
_w-�. . Douglas drnlcer 157)
Additional Inforrm Lion Contact- Liars Conlon (6824)
—packet/Reports/mc_pnnt.asp 12/'5/2007