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CITY OF FORT WORTH, TEXAS r`}� f, ,, ;;,s��; ���t _ 1--1��_�
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is befinreen the City of Fort Worth (the "CITY"), and Teague
Nall & Perkins, Inc., (the "ENGINEER"), for a PROJECT generally described as:
Reconstruction of the South Pipeline Road Bridge (Project No. 00258)
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
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:
Invoice and Payment
The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
The ENGINEER will issue monthly invoices for all work perFormed under
this AGREEMENT. Invoices are due and payable within 30 days of receipt.
Upon completion of services enumerated in Article I, 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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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 ENGINEER'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 PROJECT 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.
E. Engineer's Personnel at Construction Site
ENGINEERING AGREEMENT ;
JANUARY 1, 2005
Page 2 of 21
(1) The presence or duties of the ENGINEER's personnel at a construction
site, whether as on-site representatives or otherwise, do not make the
ENGINEER or its personnel in any way responsible for those duties that
belong to the CITY and/or the CITY's construction contractors or other
entities, and do not relieve the construction contractors or any other entity of
their obligations, duties, and responsibilities, including, but not limited to, all
construction methods, means, techniques, sequences, and procedures
necessary for coordinating and completing all portions of the construction
work in accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the
progress or quality of the completed work on the PROJECT or to determine,
in general, if the work on the PROJECT is being perFormed in a manner
indicating that the PROJECT, when completed, will be in accordance with
the Contract Documents, nor shall anything in the Contract Documents or
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 observation(s), 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 Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation or
maintenance costs; competitive bidding procedures and market conditions;
time or quality of performance by third parties; quatity, type, management,
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 3 of 21
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or direction of operating personnel; and other economic and operational
factors that may materially affect the ultimate PROJECT cost or schedule.
Therefore, the ENGINEER makes no warranty that the CITY's actual
PROJECT costs, financial aspects, economic feasibility, or schedules will
not vary from the EN�INEER's opinions, analyses, projections, or
estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations have
been made by the ENGINEER to ascertain that the construction contractor has
completed the work in exact accordance with the Contract Documents; that the
final work will be acceptable in all respects; that the ENGINEER has made an
examination to ascertain how or for what purpose the construction contractor has
used the moneys paid; that title to any of the work, materials, or equipment has
passed to the CITY free and clear of liens, claims, security interests, or
encumbrances; or that there are 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.
I. Minority and Woman Business Enterprise (M/WBE)
participation
1.�.�
In accord with City of Fort Worth Ordinance No. .�3500; the City has goals for the
participation of minority business enterprises and woman business enterprises in
City contracts. Engineer acknowledges the M/WBE 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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 4 of 21
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 boaks, documents, papers
and records of the ENGINEER involving transactions relating to this
contract. ENGINEER agrees that the CITY shall have access during
normal working hours to all necessary ENGINEER facilities and shall be
provided adequate and appropriate work space in order to conduct audits in
compliance with the provisions of this section. The CITY shall give
ENGINEER reasonable advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of 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. The 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.
I:�
(1)
ENGINEER's Insurance
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
or
$250,000 property damage
$500,000 bodily injury per person per accident
A commercial business auto policy shall provide coverage on "any auto",
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 5 of 21
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defined as autos owned, hired and non-owned during the course of this project.
Worker's Compensation
Coverage A: statutory limits
Coverage B: $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 Insurance shall be written on a project specific basis. The
retroactive date shall be coincident with or prior to the date of this contract and the
certificate of insurance shall state that the coverage is claims-made and the retroactive
date. The insurance coverage shall be maintained for the duration of this contract and for
five (5) years following completion of the contract (Tail Coverage). An annual certificate
of insurance shall be submitted to the City for each year following completion of this
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 term
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 according to items section K.(1) and K.(2) of 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 thirty (30) 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, 1000 Throckmorton, Fort Worth, Texas
76102.
(e)
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 6 of 21
Insurers for all policies must be authorized to do business in the
state of Texas or be otherwise approved by the CITY; and, such
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insurers shall be acceptable to the CITY in terms of their financial
strength and solvency.
(fl 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 insurance pools or risk retention groups must be
also approved. Dedicated financial resources or letters of credit may
also be acceptable 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.
(j) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement. It is understood
that insurance cost is an allowable component of ENGINEER's
overhead.
(k) All insurance required in section K., except for the Professional
Liability insurance policy, shall be written on an occurrence basis in
order to be approved by the CITY.
(I) Subconsultants to the ENGINEER shall be required by the
ENGINEER to maintain the same or reasonably equivalent
insurance coverage as required for the ENGINEER. When
subconsultants maintain insurance coverage, ENGINEER shall
provide CITY with documentation thereof on a certificate of
insurance. Notwithstanding anything to the contrary contained
herein, in the event a subconsultant's insurance coverage is
canceled or terminated, such cancellation or termination shall not
constitute a breach by ENGINEER of the Agreement.
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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 7 of 21
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest, including
personal financial interest, direct or indirect, in property abutting the proposed
PROJECT and business relationships with abutting property cities. The
ENGINEER further acknowledges that it will make disclosure in writing of any
conflicts of interest that develop subsequent to the signing of this contract and prior
to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, 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
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on the PROJECT. The
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 8 of 21
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B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's performance of its services 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 CITY's facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITY's
personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange,
and pay for all advertisements for bids; permits and licenses required by local,
state, or federal authorities; and land, easements, rights-of-way, and access
necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and other
consultants as the CITY deems appropriate; and render in writing decisions
required by the CITY in a timely manner in accordance with the project schedule 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
construction 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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 9 of 21
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(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 e�f 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
contractor's negligence.
H. Contractor Claims and Third-Parly Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out
of, in connection with, or resulting from the engineering
services performed. Only the CITY will be the beneficiary
of any undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the
CITY and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity
or person regarding the PROJECT a provision that such entity or person
shall have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section 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) The 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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 10 of 21
(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 does not include costs of the ENGINEER for required or
requested assistance to support, prepare, document, bring, defend, or assist in
litigation undertaken or defended by the CITY. In the event CITY requests such
services of the ENGINEER, this AGREEMENT shall be amended or a separate
agreement will be negotiated between the parties.
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.
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 CITY's sole risk. The final designs, drawings, specifications and
documents shall be owned by the CITY.
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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 11 of 21
D. Termination
(1) The CITY may terminate this agreement for its convenience on 30 days'
written notice. Either the CITY or the ENGINEER for cause may terminate
this AGREEMENT 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.
(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 PROJECT's 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 1996).
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 12 of 21
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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.
J. Alternate 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 inediation 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 (9 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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 13 of 21
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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 14 of 21
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Article VII
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 both 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 �����! day of ��, , �`CL� �' ; � _ , 20�.
ATTEST:
Marty Hendrix
City Secretary
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APPROVED AS TC
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ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 15 of 21
CITY OF F T WORTH
By:
r . A. Ott
Assistant City Manager
Approval Recommended
i l�1'�
ouglas Rademaker, PE
Director, Engineering Department
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ATTACHMENT "A"
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"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. "
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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) Geotechnicallnvestigations
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.
6) Plan Submittal
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 16 of 21
7)
8)
9)
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 shali 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
Right-of-Way, 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.
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.
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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 17 of 21
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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 probabie
construction costs for the Engineer's recommended plan. For all submittals, the Engineer
shall submit plans and documents for street/storm drain and water/wastewater 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
12)
13)
14)
15)
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
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
Final Construction Plans
The Engineer shall furnish five (5) copies of the final construction plans and contract
specifications for review by the City.
Detailed Cost Estimate
The 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.
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. The Engineer shall receive written approval of the Phase 3
plans from the City's project manager before proceeding with Phase 4.
ENGINEERING AGREEMENT
JANUARY 1, 2005
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PHASE 4
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.
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 substitution
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.
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.
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
Preconstruction Conference
The Engineer shall attend the preconstruction conference.
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.
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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 19 of 21
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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.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 20 of 21
EXHIBIT "A-2"
SUPPLEMENTAL SCOPE OF SERl�ICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for paving and/or storm drain
improvements for the following:
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A— PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate ��arious aspects of the projpct and to ensure that the project �tays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Data Collection
In addition to data obtained from the City, ENGINEER will research and make
efforts to obtain pertinent information to aid in coordination of the proposed
improvements with any planned future improvements 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, CITY drainage
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complaint files, existing applicable drainage studies 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 all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, to determine 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 utility lines, existing utility lines and any adjustments and/or relocation
of the existing lines within the project limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and railroads and submit
such forms to the City. City shall be responsible for forwarding the forms to the
affected agencies for execution.
2. Schedule Submittal and Monthly Progress Report
The ENGIN��R shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
PART � - �ONSTRUCTIQfV PLARlS AND SPECI�ICATIQN�
1. Conceptuai Engineering
Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information needed by ENGINEER in design and
preparation of plans for the project. Information gathered during the survey
shall include topographic data, elevations of all sanitary and adjacent storm
sewers, rim/invert elevations, location of buried utilities, structures, and
other features relevant to the final plan sheets. Existing drainage at
intersections will be verified by field surveys. Spot elevations will be shown
on intersection layouts with cross slope to fit intersecting grade lines.
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b. ENGINEER will provide the following information:
All plans, field notes, 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
Department of Engineering. 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, and
all drawing files shall be provided in Autocad (DWG or DXF) format
(currently Release 12), 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.
The minimum survey information to be provided on the plans shall include
the following:
1. A Project Control Sheet, showing ALL Control Points, used or set
while gathering data. Generally on a scale of not less than 1:400:
2. The following information about each Control Point;
a. Identified (Existing. City Monument #89�1, PK Nail,
5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate
system, and a referred bearing base. Z coordinate on
City Datum only.
c. Descriptive Location (Ex. Set in the centerline of the
inlet in the South curb line of North Side Drive at the
East end of radius at the Southeast corner of North
Side Drive and North Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in
the same coordinate system, as the Control.
4. No less than two horizontal bench marks, per line or location.
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5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
ii. Public Notification and PersonnelNehicle 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. Wheri 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:
iii. Drainage Computations
ENGINEER v�ill review and document the storm water watprshed
drainage runoff area and existing street, right-of-way and storm
sewer capacities for the subject site. A drainage area map will be
drawn at 1" = 200' scale from available contour maps.
Calculations regarding street and right-of-way capacities and
design discharges (5-year and 100-year frequencies) at selected
critical locations will be provided. Capacities of existing storm
drain will be calculated and shown. The ENGINEER's
responsibility includes recommendations for improvements of the
existing system as deemed reasonable and consistent with City
standards.
iv. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 60 days after Notice
to Proceed Letter is issued.
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b. The ENGINEER shall furnish four (4) copies of the Phase 1
concept engineering plans which include layouts, preliminary
right-of-way needs and cost estimates for the ENGINEER's
recommended plan. The ENGINEER shall also evaluate the
phasing of the water, sanitary sewer, street and drainage work,
and shall submit such evaluation in writing to the City as a part
of the concept phase of the project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as
follows:
a. Drainage area maps with drainage calculations and hydraulic
computations. Information shown on the plans will be consistent with Part
A, Paragraph 1.b. for proposed condition.
b. Preliminary project plans and profile sheets which will show the following
and shall be on 22" x 34" sheets:
Property Ownership
Curb Lines
Drivev�ays
Medians (if applicable)
Sidewalks
Existing and proposed water and sanitary sewer mains.
c. Proposed roadway profile grades and elevations along each curb line;
elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve
information; and pertinent AASHTO calculations. Profiles for existing curbs
(if any) and existing ground at the left and right-of-way lines shall be shown.
Existing found property corners (e.g. Iron pins) , along the existing right-of-
way shall be shown on the plans. Profiles for existing and proposed storm
drain mains and leads shall be provided.
d. Existing utilities and utility easements will be shown on the roadway plan
and profile sheets. ENGINEER will coordinate with utility companies and
the City of Fort Worth to ascertain what, if any, future improvements are
planned that may impact the project.
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e. Preliminary roadway cross-sections will be developed, from the survey
notes, at intervals not-to-exceed 50 foot along the project length and will
extend 10' past the right of way line on both sides of the street. Additional
cross-sections at important features including driveways, p.i.'s of
intersecting streets, (minimum distance of 100' along cross-street at each
P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline
of driveways will also be provided where necessary. Scale will be 1" = 10'
horizontal and 1" = 2' vertical.
f. Street and intersection layouts.
g. Proposed plan/profile sheets will conform to City of Fort Worth construction
legend. Adequate horizontal and vertical control shall be provided on the
plan sheets to locate all proposed and existing facilities. Legal descriptions
(Lot Nos., Block Nos., and Addition Names) along with property ownership
shall be provided on the plan view.
h. Furnish as a function of final plans, six (6) copies of the final cross-sections
on 22" x 34" sheets. Information on these sheets will include centerline
station, profile grades and centerline elevations, roadway section (existing
and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" _
2' �ertical �vith cross sections plotted with stationing from the bottom of the
sheet, and will include laterafs and inlets. CITY policy with regard to parking
design shall be maintained. Excavation and embankment volumes and end
area computations shall also be provided.
I. 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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j. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry
will be in conformance with "Submittal of Information to Real Property
Division for Acquisition of Property".
k. Utility Clearance Phase
The ENGINEER will consult with the City's Transportation and Publci
Works Department, Water Department, Department of Engineering, and
other CITY departments, public utilities, private utilities, private utilities
and government agencies to determine the approximate location of
above and underground utilities, and other facilities that have an impact
or influence on the project. ENGINEER will design City facilities to avoid
or minimize 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.
I. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be subm;tted
to CITY 60 days after approval of Part B, Paragraph iv.
ii. The ENGINEER shall deliver two (2) sets of preliminary
construction plans and two (2) specifications to CITY for review.
Generally, plan sheets shall be organized as follows:
Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. Preliminary estimate shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer
shall assist City in selecting the feasible and or economical
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solutions to be pursued.
m. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review comments for
preliminary submittal. The CITY shall direct the ENGINEER in writing to
proceed with Final Design for Final Review.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City,
the ENGINEER shall prepare project exhibits, provide the CITY with the
database listing the names and addresses of all residents and business to
be affected by the proposed project, and attend public meeting to help
explain the proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 30 days after
approval of Part B, Paragraph 2(b).
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed
by the ENGINEER registered in State of Texas) and submit two (2) sets of
plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
c. Mylar Submittals
The ENGINEER shall submit a final set of mylar drawings for record
storage as follows:
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1. Street and storm drain plans shall be submitted as one set
of plans. Street and storm drain plans shall be separate
from water and sanitary sewer plans. All sheets shall be
standard size (22" x 34") with all project numbers (TPW and
water/sanitary sewer) prominently displayed.
2. For projects where water/sanitary sewer improvements
occur on a TPW Department funded project with no Water
funding involved, a separate set of mylars with cover sheet
shall be submitted for Water Department.
3. Signed plans 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 TPW plan set and a
separate PDF file for the Water plan set. Each PDF file
shall contain all associated sheets of the particular plan set.
Sinqular PDF files for each sheet of a plan set will not
be accepted. PDF files shall conform to naming
conventions as follows:
I. TPW file name example —"W-1956_org47.pdf'
where "W-1956" is the assigned file number
obtained from the City of Fort Worth, "_org"
designating the file is of an original ptan set, "47"
shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
II. Water and Sewer file name example —"X-
35667_org36.pdf" where "X-35667" is the
assigned file number obtained from the City 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
Both PDF files shall be submitted on one (1) Compact Disk, which will
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become property of and remain with the City of Fort Worth. Floppv disks,
zip disks, e-mail flash media will not be accepted.
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
Rev 11/02/05
Administration
a. Bid Documents Submittal
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 projects to the
CITY for distribution to potential bidders. Proposal will be provided
in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including
preparation and delivery of any additional addenda prior to bid
opening to plan holders and respond to questions submitted to
DOE by prospective bidders. Engineer shall attend the scheduled
pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness
and accuracy. The ENGINEER shall attend the project bid opening,
develop bid tabulations in hard copy and electronic format and
return four (4) copies of the bid tabulation, along with the contract
documents to the City within three (3) working days after bid
openings.
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c. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for
the project. The ENGINEER shall also consult with and advise the
CITY on design and/or construction changes, if necessary.
PART D— CONSTRUCTION STAKING — NOT INCLUDED IN THIS CONTRACT
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ATTACHMENT "B"
COMPENSATION AND PAYMENT SCHEDULE
Engineering Design Services Associated With
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $92,721.00 as
summarized in Exhibit "B-3". 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 I—
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.
Schedule (Working Days)
Final Plans and Contract Documents for bid advertisement shall be submitted
within 95 days after the "Notice to Proceed" letter is issued based on the
following schedule (all days are working days). Refer to Attachment D for
complete schedule.
A. Design/Topographic Survey — 20 days
B. Conceptual Engineering Plans (H&H Report) — 15 days
C. CITY Conceptual Plan review — 10 days
D. Preliminary Engineering Plans & Contract Documents — 35 days (overlaps
previous tasks with completion contingent upon receipt of Conceptual Plan
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review)
CITY Preliminary Engineering Plan review — 10 days
Final Engineering Plans & Contract Documents — 20 days
Preliminary Engineering Plan review)
CITY Final Engineering Plan review — 10 days
Final Plans and Contract Documents for Bid Advertisement
receipt of Final Engineering Plan review)
(upon receipt of
10 days (upon
EXHIBIT "B-1"
(SUPPLEMERT TO ATTACHMENT B)
METHOQ OF PAYII�IER�T
Engineering Design Services Associated With
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
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 offic?r
of the 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 fee payments shall not exceed the following:
Until satisfactory completion of Exhibit "A-1", Conceptual Engineering Plan
submittal, a sum not to exceed 30 percent of the total lump sum fee.
Until satisfactory completion of Exhibit "A-1", Preliminary Construction Plan
submittal, a sum not to exceed 60 percent of the total lump sum fee.
Until satisfactory completion of Exhibit "A-1", Final Construction Plan submittal, a
sum not to exceed 90 percent of the total lump sum fee.
The balance of fees, less previous payments, shall be payable after all of the
pre-construction meetings for the Project have been conducted.
II. Progress Reports
A. The ENGINEER shall submit to the designated representative of the Director of
the Department of Engineering quarterly progress reports covering all phases of
design in the format required by the City.
B. If the ENGINEER determines in the course of making design drawings and
specifications that the opinion of probable construction cost of $532,000.00 (as
estimated in Exhibit B-4) will be exceeded, whether by change in the scope of
the project, increased cost or other conditions, the ENGINEER shall immediately
report such fact to the City's Director of the Department of Engineering and, if so
instructed by the Director of the Department of Engineering shall suspend all
work hereunder.
B1-1
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EXHIBIT "B-2"
HOURLY AND REIMBURSABLE RATE SCHEDULE
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
Engineering / Technical
Principal
Project Manager
IT Consultant
Senior Engineer
Engineer
Landscape Architect / Planner
Designer
Senior Designer
CAD Technician
Senior CAD Technician
IT Technician
Clerical
Resident Project Representative
Su
Survey Office Manager
R.P.L.S.
Senior Survey Technician
Junior Survey Technician
2-Person Field Crew w/Equipment
3-Person Field Crew w/Equipment
4-Person Field Crew w/Equipment
1-Person G.P.S. Crew w/Equipment
2-Person G.P.S. Crew w/Equipment
3-Person G.P.S. Crew w/Equipment
1-Person Robotic Crew w/Equipment
2-Person Robotic Crew w/Equipment
From
$145
$110
$120
$80
$70
$80
$80
$110
$50
$70
$70
$45
$70
$145
$100
$70
$55
$100
$110
$135
$110
$130
$150
$90
$110
To
- $220
- $150
- $140
- $150
- $120
- $130
- $95
- $130
- $75
- $90
- $80
- $65
- $90
- $155
- $130
- $85
- $70
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Per Hour
Direct Cost Reimbursables
Photocopies $0.10/page letter and legal size bond paper, B&W
$0.20/page 11" x 17" size bond paper, B&W
$2.00/page 22" x 34" and larger bond paper or vellum, B&W
Plots $1.00/page 11" x 17" size bond paper, B&W
$2.00/page 11" x 17" size bond paper, color
$4.00/page 22"x34" and larger bond paper or vellum, B&W
$6.00/page 22"x34" and larger bond paper or vellum, color
$6.00/page 22"x34" and larger mylar or acetate, B&W
Mileage $0.445/mile
All Subcontracted and outsourced services billed at rates comparable to TNP's billing rates shown above.
* Rates shown are for calendar year 2006 and are subject to change in subsequent years.
B2-1
EXHIBIT "B-3C"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated with
SOUTH PIPELINE ROAD AT POST OAK CFiANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
Surveying Services:
Topographic Survey & Hydraulic Sections
Easements if required will be additional services.
Survey Total
T/PW Subtotal
B3C-1
_ $ 10,200.00
$ -
$ 10,200.00
$ 10,200.00
EXHIBIT "B-3D"
(SUPPLEMENT TO ATTACHMENT B)
ADDITIONAL SERVICES
Engineering Design Services Associated with
SOUTH PIPELINE ROAD AT POST OAK CFiANNEL BRIDGE RERLQ►CENiENT
CITY PROJECT NO. 00258
Additional Services:
- Public Meetings (2 meetings)
- Pre-Design Meetings (2 meetings)
- Monthly Reports/Coordination with City PM
- Geotechnical Report/Pavement Design
- Hydraulics/Hydrology Study
- CLOMR Prep. & Coord. (Not Req'd)
- LOMR Prep. & Coord. (Application Fees by City)
- Storm Water Pollution Prevention Plan
- Coordination with TRA/City of Euless
- Administrative Fee (10%) on M/WBE Firms
Additional Services Total
1,000.00
1,500.00
2,000.00
8,000.00
10,000.00
4,800.00
3,000.00
2,000.00
1.484.00
$ 33,784.00
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B3D-1
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EXHIBIT "B-3A"
(SUPPLEMENT TO ATTAGHMENT B)
SUMMARY OF TOTAL PROJECT FEES
Engineering Design Services Associated with
SOUTFi PIPELINE ROAD AT PO�T �AK CHANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
Consulting Firm Prime Responsibility Amount Percent
Prime Consultant:
Teague Nall and Perkins, Inc.
M/VI/BE Consuliants:
Lara Consulting, Inc.
GM Enterprises
AlphaGraphics, Inc.
Total for Professional Services
Engineering & Proj. Mgmt. $ 77,886
Engineering Support Service $ 4,335
Geotechnical Report $ 6,500
Printing / Reproduction $ 4,000
$ 92,721
Note: Non-M/WBE Consultants — None.
84.0%
4.7%
7.0%
4.3%
100.0%
Project Description Scope of Services Total Fee M/WBE Fee Percent
Engineering Services T/PW $ 92,721 $ 10,835 11.7%
B 3A-1
EXHIBIT "B-3B"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE SUMMARY
Engineering Design Services Associaied wifh
SOUTH PIPELINE ROAD AT POST OAK CFiANNEL BRI�GE REPLACEMENT
CITY PROJECT NO. 00258
BASIC ENGINEERING-DESIGN FEE:
(Construction Cost X TSPE Curve "A" X 85%)
T/PW Design: $532,000.00 X 8.5% X 85.0% _$ 38,437.00
ADDITIONAL SERVICES:
Surveying Services (Refer to Exhfbit B-3C)
- Public Meetings (2 meetings)
- Pre-Design Meetings (2 meetings)
- Monthly Reports/Coordination with City PM
- Geotechnical Report/Pavement Design
- Hydraulics/Hydrology Study
- CLOMR Prep. & Coord. (Not Req'd)
- LOMR Prep. & Coord. (Application Fees by City)
- Storm Water Pollution Prevention Plan
- Coordination with TRA/City of Euless
- Administrative Fee (10%) on M/WBE Firms
Printing / Reproduction
Pre-Construction Assistance
Addiiional Services Total:
: :
$ 10,200.00
$ 1,000.00
$ 1, 500.00
$ 2,000.00
$ 8,000.00
$ 10, 000.00
$ -
$ 4,800.00
$ 3,000.00
$ 2,000.00
$ 1,484.00
$ 7, 800.00
$ 2,500.00
$ 54,284.00
A.
EXHIBIT "B-3B"
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL FEE AND BREAKaOWN OF DESIGN FEE (LESS SURVEY FE�)
Engineering Design Services Associated with
SOUTF{ PIPELWE ROAD AT PO�T OAK CHANNEL BRIDGE REP�.ACEMENT
CITY PROJECT NO. 00258
SUMMARY OF TOTAL FEE
Service Description Sewer Total
Basic Engineering � 38,437.00
Services
Additional Engineering � 44,084.00
Services
Engineering Subtotal $ 82,521.00
Surveying Services $ 10,200.00
Projeci Total $ 92,721.00
B, BREAKDOWN OF ENGfNEERING FEES (LESS SURVEY FEES)
1. Total T/PW Fee (less surveV fee) Breakdown by Conceptual Preliminary & Final Desiqn
a. Conceptual (30%) _ (Engineering Subtotal) X (0.3)
b. Preliminary (60%) _ (Engineering Subtotal) X (0.6)
c. Final (10%) _ (Engineering Subtotal) X (0.1)
: :
_ $ 24,757.00
_ $ 49,512.00
_ $ 8,252.00
$ 82,521.00
EXHIBIT "B-3F"
(SUPPLEMENT TO ATTACHMENT B)
PRE-CONSTRUCTION ASSISTANCE
Engineering Design Services Associated with
SOUTH PIPELINE ROAD RT POST OAK CH�►NNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
Construction Assistance Fees
Pre-Bid Meeting
Attend Bid Opening
Tabulate Bids
Recommend Contract Award
Attend Pre-Construction Meeting
Periodic Site Visits with Brief Report
Prepare Record Drawings (by City)
Final Walk Throuqh
Construction Assistance Total
B3F-1
_ $ 380.00
_ $ 210.00
_ $ 380.00
_ $ 220.00
_ $ 380.00
_ $ 550.00
_ $ -
_ $ 380.00
$ 2,500.00
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TEAGUE NALL AND PERKINS Exhibit B-4
CONSULTING ENGINEERS
OPINION OF PROBABLE COIVSTRUCTION COST
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEMENT
CITY FROJECT NO. 00258
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: July 27, 2006
PAVING & DRAINAGE IMPROVEMENTS (HMAC ALTERNATE)
ITEM UNIT
NO. DESCRIPTION OF ITEMS QUANTITY UNIT COST TOTAL
1 Pro'ect Desi nation Si n 2 EA $300.00 $600.00
2 Remove Existin PavemenUPre are ROW 300 LF $14.00 $4,200.00
3 Remove Existin Concrete Brid e Structure 1 LS $28,000.00 $28,000.00
4 Unclassified Street Excavation 2,000 CY $18.00 $36,000.00
5 8" Lime Stabilized Sub rade 1,500 SY $6.50 $9,750.00
6 Lime Stabilization 47 LB/SY 35 TON $125.00 $4,406.25
7 6" HMAC Pavement 1,400 SY $28.00 $39,200.00
8 Tem ora Pavin /Stri in /Detour 1 LS $25,000.00 $25,000.00
9 Pavement Markin s, Si na e, Stri in , etc. 1 LS $5,500.00 $5,500.00
10 SWPPP Im lementation and Maintenance 1 LS $8,500.00 $8,500.00
11 Utilit Ad'ustments 1 LS $12,000.00 $12,000.00
12 9'x8' Concrete Box Culvert 4-Barrel 80 LF $1,475.00 $118,000.00
13 Concrete Headwall/Win wall 2 EA $28,000.00 $56,000.00
14 Headwall Guardrail/Handrail 100 LF $120.00 $12,000.00
15 A roach/De arture Metal Beam Guard Fence, Transition, and Terminal 200 LF $70.00 $14,000.00
16 Upstream/Downstream Channel Protection 200 LF $550.00 $110,000.00
Sub-Total Construction Cost $483,156
Contingency: +l- 10% $48,844
Total Construction Cost $532,000.00
B4-1
EXHBIT "B-3E"
(SUPPLEMENT TO ATTACHMENT B)
PRINTING / REPRODUCTION
Engineering Design Services Associated with
SOUTti PIPELINE ROAD AT POST OAfC CFiANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
Printing/Reproduction Costs:
Description No. Sets Sheets/Set Cost/Sheet Total Cost
Concept Plans 4 21 $ 2.00 $ 168.00
Preliminary Plans 2 31 $ 2.00 $ 124.00
Utility Plans (Full Size) 14 31 $ 2.00 $ 868.00
Final Plans 2 31 $ 2.00 $ 124.00
Bid Plans 50 31 $ 2.00 $ 3,100.00
Mylar Plans 1 31 $ 6.00 $ 186.00
Half Size Plans 10 31 $ 1.00 $ 310.00
Mounted Exhibits 2 20 $ 20.00 $ 800.00
Specs Preliminary Plans 2 1 $ 30.00 $ 60.00
Specs Final Plans 2 1 $ 30.00 $ 60.00
Specs Bid Sets 56 1 $ 30.00 $ 1,680.00
Photocopies 200 1 $ 0.10 $ 20.00
Binding/Punching/Delivery 1 1 $ 300.00 $ 300.00
Total Printing/Reproduction $ 7,800.00
Note: Additional or interim check sets requested by the City shall be provided according to the
Std. Rate Schedule (Exhibit B-2)
B3E-1
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO ATTACHMENT A
Engineering Design Services Associated With
Paving and Drainage Construction
Engineering Design Services Associated With
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEMENT
CITY PROJECT NO. 00258
BASIC SERVICES: HYDROLOGIC AND HYDRAULIC ANALYSES
HYDROLOGIC AND HYDRAULIC ANALYSIS
This scope of services describes the engineering tasks that will be performed by ENGINEER on behalf of
OWNER to assess and confirm existing local drainage conditions within the study area based on existing
data. For the purposes of this contract, the study limits or study area shall be limited to 100-feet upstream
and 100-feet downstream of the existing bridge structure, or until post-project water surface elevations tie
to existing conditions wafer surface elevations within 0.5 feet, whichever is shorter.
Task 1— Data Acquisition and Collection
The data collected for this project includes existing information possessed by the OWNER in the form of
studies, maps, engineering construction plans, and digital files as well as information generated in the field
specifically for this project.
A. Data Collection
a. Obtain available topographic maps, zoning maps, land use maps, and thoroughfare plans
within the study limits from OWNER.
b. Obtain "As-Built" plans for existing Pipeline Road bridge, culvert, paving, grading and
drainage construction within the study limits from OWNER.
c. Obtain digital copies of latest versions of digital aerial topographic and photographic data
from OWNER.
d. Obtain effective LOMR and all documentation, including hydrologic and hydraulic models,
from OWNER for area immediately upstream of this project area. If information is
unavailable from OWNER, ENGINEER will request information from FEMA. Any charges
from FEMA for acquisition of data will be billed to the OWNER as direct expenses.
B. Field Work
a. Perform two (2) site visits to verify the study limits and identify pertinent hydraulic
parameters including existing flooding and erosion problems, condition of pipe outfalls,
and potential structural improvement locations.
b. Perform field surveys of existing structures within the study area.
c. Perform field surveys of up to six (6) representative cross-sections through the study
area.
Task 2 — Hydrologic Analysis
This scope includes the tasks necessary to develop limited hydrologic models of the study areas. Study
discharges will be obtained for � range of return events, assuming fully-developed watershed conditions.
This scope assumes that existing conditions hydrologic models for the watershed contributing to this
bridge are available in either HEC-1 or HEC-HMS format, either from OWNER or from FEMA.
A, Existing Conditions Analysis
a. Obtain exsting conditions hydrologic models from OWNER or FEMA.
C-1
b. Execute models to obtain 10-, 50-, 100-, and 500-year return event discharges for use in
CLOMR and LOMR submittals to FEMA. No new hydrologic information will be submitted
to FEMA as part of this project.
B. Fully-Developed Watershed Analysis
a. Revise upstream models to include fully-developed conditions in the watershed
contributing to the Pipeline Road crossing at this project.
b. Use fully-developed conditions discharges to size proposed project crossing
improvements.
Task 3 — Hydraulic Analysis
This scope includes the tasks necessary to size drainage facilities to serve the Pipeline Road crossing of
Post Oak Channel based on fully-developed watershed discharges, consistent with criteria in the City of
Fort Worth Storm Water Management Design Manual, March 2006 edition.
A. Existing Conditions Analysis
Perform initial hydraulic calculations based on site visits, previous documentation and
information obtained from residents to confirm location of existing drainage concerns.
B. Recommended Improvements
a. Develop a hydraulic model of the proposed bridge/culvert structure.
b. One improvement option will be modeled based on coordination with City Staff.
Recommended improvements will include water quality considerations to limit sediment
transport through proposed improvements.
c. Provide OWNER with results of analysis in both digital and hard copy format. Up to one
(1) draft revisions sets will be prepared for OWNER review and comment in preparation
of final exhibits, report and documents. Opinions of Probable Construction Cost will be
provided for the selected recommended improvement option.
Task 4— Conditional Letter of Map Revision (CLOMR)
The City's Floodplain Manager has determined that a CLOMR will not be required for this project. Should
a CLOMR be required this work will be included in a contract amendment or as additional services.
Task 5—Letter of Map Revision (LOMR)
A. Prepare text, forms and exhibits required for application of Letter of Map Revision to FEMA and to
the City of Fort Worth; and,
B. Coordinate with FEMA and the City of Fort Worth during their review of application (assumes
limited coordination with up to two (2) revisions or requests for data).
C. One copy will be submitted to the City of Fort Worth. Upon completion of CITY review, application
will be submitted to FEMA for review. A submittal to and coordination with, FEMA in no way
guarantees FEMA's approval of submitted application. .
D. CITY agrees to pay current effective LOMR processing fees to FEMA along with any other fees
required in the course of the LOMR work.
ADDITIONAL SERVICES:
Additional Services to be performed by ENGINEER, if authorized by OWNER, which are not included in
the above described basic services, shall be performed and billed on an hourly basis and are described as
follows: �
A. Aerial orthophotograhy, topography, or planimetric stereo plotting features including, but not
limited to, driveways, unpaved parking lots, trees, utilities, traffic signals and signs, swimming
pools, guard rails, flag pole, stairs, towers, and billboards.
G2
t
B. Hydrologic or Hydraulic channel modeling beyond the study limits.
C. Changes in design that require additional modeling or re-submittal t� FEMA once original
submittal to FEMA has been made.
D. Additional alternatives to be detailed, modeled or evaluated.
E. Making property, boundary and right-of-way surveys, preparation of easement and deed
descriptions, including title search and examination of deed records.
F. Providing renderings, model, and mock-ups requested by the OWNER.
G. Making revisions to the project when such revisions are 1) not consistent with approvals or
instructions previously given by OWNER or 2) due to other causes not solely within the control
of ENGINEER.
H. Preparing data and reports for assistance to OWNER in preparation for hearings before
regulatory agencies, courts, arbitration panels or any mediator, giving testimony, personally or
by deposition, and preparations therefore before any regulatory agency, court, arbitration
panel or mediator.
I. Assisting OWNER in preparing for, or appearing at litigation, mediation, arbitration, dispute
review boards, or other legal and/or administrative proceedings in the defense or prosecution
of claims disputes with Contractor(s).
J. Performing investigations, studies and analyses of substitutions of equipment and/or materials
or deviations from the drawings and specifications.
K. Assisting OWNER in the defense or prosecution of litigation in connection with or in addition
to those services contemplated by this AGREEMENT. Such services, if any, shall be
furnished by ENGINEER on a fee basis negotiated by the respective parties outside of and in
addition to this AGREEMENT.
L. Providing environmental support services including the design and implementation of
ecological baseline studies, environmental monitoring, impact assessment and analyses,
permitting assistance, and other assistance required to address environmental issues.
M. Design, contract modifications, studies or analysis required to comply with local, State,
Federal or other regulatory agencies that become effective after the date of this agreement.
N. Visits to the site in excess of the number of trips included for periodic site visits, coordination
meetings, or contract completion activities.
O. Providing Basic or Additional Services on an accelerated time schedule. The Scope of this
service includes cost for overtime wages of employees and consultants, inefficiencies in work
sequence and plotting or reproduction costs directly attributable to an accelerated time
schedule directed by the OWNER.
P. Providing services made necessary because of unforeseen, concealed, or differing site
conditions or due to the presence of hazardous substances in any form.
Q. Providing services to review or evaluate construction contractor(s) claim(s), provided said
claims are supported by causes not within the control of ENGINEER.
R. Preparing statements for invoicing or other documentation for billing other than for the
standard invoice for services attached to this professional services agreement.
S. Preparation of a CLOMR.
C-3
CITY OF FORT WORTH Teague Nall and Perkins, Inc.
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEh
CITY PROJECT NO. 00258
2008
ID Task Name Duration Aug Sep Oct Nov Dec Jan Feb
1 ENGINEERING PHASE 95 days
� - -- -- - --- - -- - - �-- — - �- - . _
2 Notice to Proceed/Kick-Off Meeting 0 days
.- - -- - -- ---- --- - _ - �— - - - - - - -....
3 Design/Topographic Surveys 20 days
---- --- ._ -- — -- -- - - — -- -�--- -�- -� -- -
4 Hydrology Study/Conceptual Design Report 15 days
.. -- -------� — -- �- - -- — �----- ---�--
5 Report Submittal (30%) 0 days
- -� — --- --- - -- - -- -- -- - -- -- -�
6 City Review 10 days
-- � -- -- - — ----- -- ---- ----= --��--- -_...
7 Preliminary Design (60%) Plans 35 days
�= ...;- ._- -----�-
...._..-- ---- --- - — ---- —
8 Geotechnical Report 30 days I
-�---�- - -- — -... - - — - - — �- -- - ------- --- _ _ -
9 Preliminary Design (60%) Submittal 0 days
=---... - - -_. --- -- — - ------- ;.....- -----
10 City Review 10 days �
- --- - --- — -- � - — — - -- — --
11 Neighborhood Meeting 0 days
- -� - � - -- ----- —�-�---- .
12 Final Design (90%) Plans 20 days
..---- �-� ---� �- - - ---- - - ---- - � -----...
13 Final Design (90%) Submittal 0 days
�--- — — -...- -- --- — --- _ .- -',- ------�- �- —
14 City Review 10 days
- �--- -------- —� — -- — ----- -: - —�- ---- - -
15 Final PS&E (100%) 10 days
.. --- -- --- --- - - �� - - - --�------ -------- __
16 Circulate Cover Sheet for Signature 6 days
. -- — � — -- — ...----- �--- — < -- - � � -- �� -
17 UTILITY CLEARANCE PHASE 120 days
— --- ---- -- — -..._.._ - -- -� — — — � — — - -- --- �
18 Submit Plans for Utility Coordination 0 days
--� --- �-- —... - ---�-�- -- -- -;— —.....-- ..._
19 Utility Clearance 120 days
--- --�- ---- ---�- — -... — - --' - — -- --
20 CONSTRUCTION PHASE 250 days
- -- - �-� — ---- ---� --� -- � -- -- - �- �-�: - — — -- -- � -
21 Project Advertisement Period 30 days
— --�-- ---- ._. --- �-�-� . ........: ..._- - �-- —
22 Open Bids 0 days :
- --- -�- -�- --�- � -� — . - ---- ---�-'-- — .....-- -
23 M& C Circulation Process 30 days
.. --- - -_ - --- � --�-�------ --=- -- -----�-�--
24 Gouncil Award of Contract 0 days
-�-- - - --... ...-- — - - -� �--=-- - - ----- -
25 Contract Execution 10 days ;
- -�� - - — - -- - ----- - �--- -- �--�-- --�-�-- — -�-�---
26 Pre-Construction Meeting 0 days
-� - - — -- --�- - _ ---- --- -- - - --- --�--- -��--- — -�
27 Neighborhood Meeting 0 days
— ...- ---- --�-� --� - ---- - -- -� - -=------ ��- — - �---
28 Construction 180 days
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CITY OF FORT WORTH
SOUTH PIPELINE ROAD AT POST OAK CHANNEL BRIDGE REPLACEI
CITY PROJECT NO. 00258
Teague Nall and Perkins, Inc.
2008
ID Task Name Duration Aug Sep Oct Nov Dec Jan Feb
1 ENGINEERING PHASE 95 days
2 Notice to Proceed/Kick-Off Meeting O days � - - - - - - � � � � � � � � - - - - - � � � � - - � � � � � - - " " - - -
3 Design/TopographicSurveys 20days � -- ------ --�------- -- --__.._-----------------------
4 Hydrology Study/Conceptual Design Report 15 days � � � � � � � - - - - - - - � � - � � � � � - � - - - � � � � � � - " - - - - " - � � � " " " " � " "
5 ReportSubmittal(30%) Odays -----��-�----..._ ------ ------�- - -- ------- -- �-
6 CityReview 10days � --�- --.._.. -�--- ---- --- - - --- �- --- - - -
7 Preliminary Design (60%) Plans 35 days . . . . . . . . . . .. . � � - - - - - - . . - - - - - ' - - - - - - -
8 GeotechnicalReport 30days ---� -�---- -----�-- - __---------------------------
9 PreliminaryDesign(60%)Submittal Odays ��������-� ����������� - - ������ - - ' �-�� """�-� � "
10 CityReview 10days �------ -------�-�----�- -....— - - � _..._. ...
11 NeighborhoodMeeting Odays - ----�---._._----------------------------;—.-----------.---
12 FinalDesign(90%)Plans 20days ---� �--- --- -- --... - - - - -- -�---- --- -- --- -
13 FinalDesign(90%)Submittal 0days � ��-������-������ �����- ---� � "-- ----' "�� -" "" ""-�"-
14 CityReview 10days ��-----��- ----- ---- ----�-- - -- — �— -- ------ ------
15 Final PS&E (100%) 10 days � " � � � � " � � � " � � " � - - � � �
16 CirculateCoverSheetforSignature 6days � ��������---- --- - "��"" --- - "� ���� '� -- -- - - - -
17 UTILITYCLEARANCEPHASE 120days -.... -- - -------------- -- -�-- - --- ' --- -- -- ----
18 Submit Plans for Utility Coordination O days - - " � � � � " " " " � � - - - - - - � � - - - � � � � � � � �
19 UtilityClearance 120days . . �-- -- ---"� --- ----- --- -- �- ---... . .. � -
20 CONSTRUCTIONPHASE 250days ---- --� ---- ------ --- ------ --- --- -' -.....---- -- -
21 Project Advertisement Period 30 days � - " " � - - - - - � " � � " - � - - - - - - � � � � - � � - - - - - - - � - - - - -
22 OpenBids Odays - _---� .. . ...........-- ---�- � - - -- -------......- �
23 M & C Circulation Process 30 days - -"�"""� -- - � �- - -��- - ��- - ---- - ---���� ������ -
24 CouncilAwardofContract 0days ��""�" ��--""��"� -- -- �����- - - - �-��� ----�- �� ��-�--
_—
25 Contract Execution 10 days � � � � - - - � "" � " � � - - """� � - � r,"j �� ' -(�P �}f� � � "
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26 Pre-Construction Meeting O days � - " " � - � � � � " � � � - � - � � � � � � '
---�t�'����'����Y--� -
27 Nei hborhoodMeetin Oda s ��� - ---�"�"�"�- --- - """� "�" , �y�� . ��-
9 9 Y ff�:.��D�j�16L�1-- - --
28 Construction 180days �-�- ---�----�----- - - - ------- -----�-=--�-� -- -- - - ''
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A TTACHMENT E-1
PROPOSED BRIDGE IMPROI/EMENTS
SOU TH PIPELINE ROAD A T POS T OAK CHANNEL
Cl T Y PROJEC T N0. 00258
FORTWORTH
GYXINLYL OlS1RlCT N0. OS
MAPSCO N0. 56N
2126-420
SCALE CITY OF FORT WORTH, TEXAS '"° "'°£"
�°Z TEAGUE NALL AND PERK/NS 6 9i
1"=300' - PRovosm BRIucE IMPROVEMEN7S SHEET
�• ,`� f ,,, o M. �, � e� �., � SOUTH PIPEIINE ROAD AT POST OAK CHANNEL 1
j Fart Worfh, T�x�a 70YOII
o^� ��.�//�/C rhon�:faf�)s�e-a»�.��x:(af�J�ae-aafa PROPOSED BRIDGE EXHIBIT °F
SEPT 2005 rwr.fnp-onlln�.eo� �
City of Fort Worth, Texas
Mayor and Council Communication
�� -
COUNCIL ACTION: Approved on 9/26/2006
� � ��
DATE: Tuesday, September 26, 2006
LOG NAME: 30SOUTHPIPELINE
REFERENCE NO.: *�`C-21722
SUBJECT:
Authorize Execution of Engineering Agreement with Teague Nall & Perkins, Inc., for Reconstruction
of the South Pipeline Road Bridge (Project No. 00258)
�� �-� - - .�� -. - - -� _ . .�
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering agreement
with Teague Nall & Perkins, Inc., in the amount of $92,721.00 for reconstruction of the South Pipeline Road
Bridge over Post Oak Channel.
DISCUSSION:
On October 22, 2002, (M&C C-19303A) the City Council approved an Advance Funding Agreement with the
Texas Department of Transportation (Tx DOT) for the reconstruction of the East First Street Bridge over the
Trinity River. As part of that agreement, the City agreed to reconstruct the bridge on South Pipeline Road
over Post Oak Channel, at its sole cost, in lieu of the normal 10 percent cost participation required of the
local government. Council approved redirecting $500,000.00 from the East First Street Bridge replacement
project to the South Pipeline Road Bridge replacement project. On July 26, 2005, (M&C C-20868) City
Council authorized the City Manager to utilize $125,000.00 in funds available from the Precinct Line Road
over Walkers Branch Bridge replacement to supplement the South Pipeline Road Bridge replacement
project.
This project consists of the preparation of plans and specifications for the South Pipeline Road Bridge and
for 150 feet of Roadway improvements on each end of the bridge.
Teague Nall & Perkins, Inc., proposes to perform the necessary design work for a lump sum fee of
$92,721.00. City staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $7,076.00 is required for project management by the Engineering
Department.
Teague Nall & Perkins, Inc., is in compliance with the City's M/WBE Ordinance by committing to 16 percent
M/WBE participation. The City's goal on the project is 15 percent.
This project is located in COUNCIL DISTRICT 5, Mapsco 56N.
Logname: 30SOUTHPIPELINE Page 1 of 2
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the curreni capital budget, as appropriated, of the
Street Improvements Funds.
TO Fund/Account/Centers
Submitted for CitkManager's Office bv:
Originating De�artment Head:
Additional Information Contact:
Logname: 30SOUTHPIPELINE
FROM Fund/Account/Centers
,GS30 531200 020300260570
3)C200 531200 205260025831
3)C200 531200 205260025832
3,C200 531200 205260025833
3)C200 531200 205260025851
Marc Ott (8476)
Douglas Rademaker (6157)
Dena Johnson (7866)
$12,000.00
$24,757.00
$37, 512.00
8 252.00
$10,200.00
Page 2 of 2