HomeMy WebLinkAboutContract 31684�� I ` � .I 7 � \ � 1 .�.� .:6 �� �l i� � 1
- ' CITY OF FORT WORTH TEXAS " `'� � � ' �' ``�; � ���� � � ��� �_,
��,�. , - -
`���`� STANDARD AGREEMENT FOR ENGINEERING SERVICES
`.�
(ADMINISTRATIVE AGREEMENT — NO M8�C NEEDED)
This AGREEMENT is between the City of Fort Worth (the "CITY"), and Teague Nall
& PErkins, Inc., (the "ENGINEER"), for a PROJECT generally described as: Vera Cruz
Street (Oscar Avenue to Hutchinson Street).
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:
A. Invoice and Payment
(1) The Engineer shall pro�i�e the �ity suffici�nt dpcumentatipn to rea�an�bly
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 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 s ruices.= _
�� ���, � _�. �..�
'v � � u' �'�': �a? � U:'`-�� �: ���'
J �o :�v.���✓'1� 1�' J1�3 ���i�1 �
1
Article IV
Obiigations 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 Sfate 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 fhe 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
conceming 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 char�cteristics may �ary significantly between successi�e test paints
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 coriditions may occur that could affect the total PROJECT cost
and/or execu#ion. 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.
ENGINEEF2ING CONTRACT
Page 2 of 14
, E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the
CITY and/or the CITY's construction contractors or other entities, and do not
relieve the construction contractors or any other entity of their obligations,
duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction work in
accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the
progress or quality of the completed work on the PROJECT or to determine,
in general, if the work on the PROJECT is being performed in a manner
indicating that the PROJECT, when completed, will be in accordance with the
Contract Documents, nor shall anything in the Contract Documents or 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 Qocument� c�m�ng tc ths actua! notice of ER►GlNEER r�garding
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 feasibrlity
projections, and schedules for the PROJECT, the ENGINEER has no control
over cost or price of labor and materials; unknown or latent condifions of
existing equipment or structures that may affect operation or maintenance
costs; competitive bidding procedures and market conditions; time or quaiity
ENGINEERING CONTRACT
Page 3 of 14
of performance by third parties; quality, type, management, or direction of
operating personnel; and other economic and operational factors that may
materially affect the ultimate PROJECT cost or schedule. Therefore, the
ENGINEER makes no warranty that the CITY's actual PROJECT costs,
financial aspects, economic feasibility, or schedules will not vary from the
ENGINEER's opinions, analyses, projections, or estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction progress
payments to the construction contractor will be based on the ENGINEER's
knowledge, information, and belief from selective sampling and observation that the
work has progressed to the point indicated. Such recommendations do not
represent that continuous or detailed examinations have been made by the
ENGINEER to ascertain that the construction contractor has completed the work in
exact accordance with the Contract Documents; that the final work will be
acceptable in all respects; that the ENGINEER has made an examination to
ascertain how or for what purpose the construction contractor has used the moneys
paid; that title to any of the work, materials, or equipment has passed to the CITY
free and clear of liens, claims, security interests, or encumbrances; or that there are
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 incorporat�d inta the re�ord drawings.
I. Minority and Woman Business Enterprise (M/WBE) 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/WBE goal established for this contract
and its commitment to meet that goal. Any misrepresentation of facts (other than a
negligent misrepresentation) and/or fhe 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 necessary ENGINEER facilities and shall be provided adequate
ENGINEERING CONTRACT
Page 4 of 14
��� � ��
'�fty�����:'_1l a;'sSvJ:�J'D,
d° i %� �/-', �p, �,��1 rjq?
���1 ���������. ��:,;
:,'Vy;-^, �,�tr �j���
� �, : �J''1. �fl 3 u L��� � '
�
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 #o 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 sub-consultant
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.
K. ENGINEER'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
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage
if written on a split limits basis). Coverage shall be on any vehicle used
in the course of the 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/annual aggregate
ENGINEERING CONTRACT
Page 5 of 14
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the C17Y 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 C(TY. 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 io the respective Department Director (by name), City of
Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102.
(e) Insurers for all policies must be authorized to do business in the state
of Texas or be otherwise approved by the CITY; and, such insurers-
shall be acceptable to the CITY in terms of their financial strength and
solvency.
(� 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) l"he City shall be entitled, upon its requesf 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 Commercia
exclusions by
exclusions.
ENGINEERING CONTRACT
Page 6 of 14
I General Liability insurance policy shall have no
endorsements unless the CITY approves such
(j) The Professional Liability insurance policy, if written on a claims made
basis shall be maintained by the ENGINEER for a minimum two (2)
year period subsequent to the term of the respective PROJECT
contract with the CITY unless such coverage is provided the
ENGINEER on an occurrence basis.
(k) 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.
(I) All insurance required in section K., except for the Professional
Liability insurance policy, shall be wrifiEen on an occurrence basis in
order to be approved by the CITY.
(m) 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.
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.
ENGINEERINGCONTRACT .-, .�,,,.,,,�.�.,
Pa e7of14
9 �;����]�;:.,)�'�'��'1 }��U����;-:c�
..� . - ..�
'�'J��% -,�'��'�� � �'_'� 1`'1
� u��, ��..L�,-��. L
��, :��'��;����?�'��, �!� ;�,
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 authorifies' 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 fhe 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-Fumished 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.
B. Access to Faciiities and Properfy
Ths G[TY �ill make i#� facilities acce�Gi�le to the ER�GlR�EER as reauired for the
ENGINEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such aceess. 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, stafe,
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, accounfant, auditor, bond and financiaf advisors, and other
ENGINEERING CONTRACT
Page 8 of 14
consultants as the CITY deems appropriate; and render in writing decisions required
` by the CITY in a timely rnanner 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 and Indemnification
(1) To the ma�cimum extent permitted by law, the CITY will indemnify and release
ENGINEER and its officers, employees, and subcontractors from all claims,
damages, losses, and costs, including, but not limited to, attomey's fees and
litigation expenses arising out of or relating to the presence, discharge,
release, or escape of hazardous substances, contaminants, or� asbestos on
or from the PROJECT. Nothing contained herein shall be construed to
require the CITY to levy, assess or collect any tax to fund this
indemnification.
(2) The indemnification and 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 such hazardous
substance, contaminant or asbestos is brought onto the PROJECT by
ENGINEER.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction coritracts 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-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering
services perFormed. Only the CITY will be the beneficiary of
any undertaking by the ENGINEER."
ENGINEERING CONTRACT
Page 9 of 14
(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)
�
(1)
Nothing contained in this section V. H. shal� be consfrued as a waiver of any
right the CITY has to bring a claim against ENGINEER.
CITY's Insurance
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 �eplacement 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)
J
The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
Litigation Assistance
The Scope of Services does not include costs of the
requested assistance to support, prepare, document,
litigation undertaken or defended by the CITY. In the
Ger�ices of the ENGlR�EER, this AGREEIR/IE[VT shall
agreement will be negotiated between the parties.
K. Changes
ENGINEER for required or
bring, defend, or assist in
event CITY requests such
be am�nded or a separate
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 fram the CITY.
ENGINEERING CONTRACT
Page 10 of 14
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.
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
nonpertormance 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,
specificatiQns or other forms of ENGINEER'S wark 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. - - ---_ .-- _-_
ENGINEERING CONTRACT
Page 11 of 14
� r r`' 1 J;-. � t.� �',;; (,';
� cI � ,^� a .:, . . �/ .-�
d J � 6���1 ,��5 �C; � li:�lllir�%
� 5 �\; 1
J��� '�!;i:`�;✓'1``.�ll�� U ��u� ,
F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss,
cost, or e�cpense 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).
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. Altemate 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. (f inediation is unsuccessful, the
claim, dispute or_ other matter in question shall be submitted fo 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 Arbifration Association or other applicable rufes of the
�Association then in effect. Any award rendered by the arbifrators less than
ENGINEERING CONTRACT
Page 12 of 14
$50,000, exclusive of attomey'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.
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 AGREEIIIIENT shal( be
construed as if such invalid, illegal, or unenforceable provision had neuer 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
misunde!-st�nding or ignorance thereof shall be considered. ENGI[�EER 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 CONTRACT
Page 13 of 14
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 , 2005.
ATTEST:
Marty Hendrix
City Secretary
NO M&C REQUIR�D
APPROVED AS TO FORM
ENGINEERING CONTRACT
Page 14 of 14
CITY OF FORT WORTH
By:T,����I7/i�1D�6►Ul/�t�C.tf.i,Q�'
�Marc. A. Ott
Assistant City Manager
APPROVAL RECOMMENDED
�
A. Douglas Rademaker, P.E.
Director, Engineering Department
' ►' w ' :. ► ►
By: ���i� �! �i��
,
Mark R. Berry, P. E.
Treasurer
� ''_ � '
,. i�j• � � , '�;
I
�� � l. 1. �' J�. ' 1� �I
J �� :':°'',JJi�n�� UL�+�o
ATTACHMENT "A"
-.- ..- . -. -
"Scope of Seivices set forth herein can only be modi�ed by additions, c(ari�cations, and/or
deletions set forth in the supplementai Scope of Services. ln cases of conflict between the
Supplementai Scope of Services and the General Scope of Se�vices, the Supplemental Scope
of Services shal! have precedence overthe General Scope of Services,"
► :�
1) Preliminary Conference with City
The Engineer shall attend pre(iminary 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 tacilities 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 autside 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
-1-
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
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-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.
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 ufiilities, 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 exisfing 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.
. C � j .- ,"s._r.. ' �
:'li��:;�::� 1:�'c -✓.�...
'�� 'j ,, =,ip :r'��;�. ;�''.�'
-2- ���G �,'���;; ��,t z ��-:�1�. �:
.:�� U c,�
� �;�,:r�'Y c, � � iL �
� .��� <1'�. !l o G�� �
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
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
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 exisfing/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
13) Final Construction Plans
The Engineer shall furnish five (5) copies of the final construction plans and contract
specifications for review by the City.
14) Detailed Cost Estimate
The Engineer shall furnish four (4) copies of detailed esfimates 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 autharized 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.
-3-
PHASE 4
16) Final Approved Construction Plans
The Engineer shali fumish 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.
';� f�rJ,�:>J: : � '�. � �. -�--
:� zv���:�
-4-- .- , . � ., � �
•�����7�
�v' � l'� ��'��; PS;� �;�`-� ��i �
- �, .-, -„�
I � �'V';��,1;% � � �`
1� .� �� U'�4�o
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.
-5-
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: WATER AND/OR SANITARY SEWER 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 water and/or sanitary sewer
improvements for the following:
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00981
SUMMARY OF IMPROVEMENTS
WATER AND SANITARY SEWER REPLACEMENT
WATER
STREET COUNCIL Sewer Map Exist. Prop. Replacement
NAME DISTRICT No. Pipe Pipe Length (LF)
(In.) (In.)
Vera Cruz St.
Oscar Ave. No. 2 S2048-412 6 8 210
To
Hutchinson St.
TOTAL = 210
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A — PRE-ENGINEERING
1. Initial Data Coilection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are J
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
EA1-1
Rev 11/30/04
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 inciuding; utilities, City
Master plans, property ownership as available from the Tax Assessor's
office.
The data collection efforts will also include conducting special coordination
meetings with affected property owners and businesses as necessary to
develop sewer re-routing plans.
The foilowing shall be applicable at all locations where it is necessary to
relocate or reroute the existing private sanitary sewer service line due to
the abandonment or realignment of the existing public sanitary sewer
lateral or main:
The CITY shall furnish the Engineer with a sample format of how the sewer
service line reroute/relocation should be designed and submitted for
construction. During design survey, if a rod can be inserted through the
cleanout to the bottom of the service line, the Engineer will obtain the flow
line elevation and design the service line prior to advertising the project for
bid. If�the service flow line information cannot be obfained during design
survey, the Engineer shall delay the design of the sewer service line until
after the start of construction. The CITY will then direct the Contractor to
de-hole the service line at the clean-out location of all buildings or
structures so that the Engineer's surveyor can determine the flow line of the
sewer service line. The Engineer shall use this information to provide the
design for the sanitary sewer service line to be rerouted or relocated.
c. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
EA1-2
Rev 11/30/04
0
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 ENGIENER shall submit a progress schedule after the design contract is fuliy
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 B- CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
Rev 11/30J09
i. Surveys for Design
a. ENGINEER will pertorm 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 �lans for the project.
Information gathered during the survey shall include topographic
data, elevations of all sanitary and adjacent storm sewers, rim/invert
elevations, location and buried utilities, structures, and other features
relevant to the finai plan sheets. For sewer lines located in alleys or
backyards, ENGINEER will obtain the following:
Obtain permission for surveying through private property.
Locate horizontal and vertical alignment of utility lines. Tie
improvements, trees, fences, walls, etc., horizontally along rear lines
in an approximately 50' wide strip. In addition, locate all rear house
corners and building corners in backyards.
Profile existing water and/or sewer line centerline.
EA1-3
Compile base plan from field survey data at 1"-40' scale.
Obtain permission for surveying through private property. Locate
horizontal and vertical alignment of utility lines, existing utilities, trees,
fences, walls, etc., horizontally along rear lot lines in an
approximately 20' wide strip. In addition, locate all rear house corners
and building corners in backyards. Compile base plan from field
survey data at 1" = 40' horizontal and 1" = 4' vertical scale.
When conducting design survey at any location on the project, the
consultant or its sub-consultant shall carry readily visibie information
identifying the name of the company and the company
representative. All company vehicles shall also be readily identified.
b. Engineer will provide the following information:
All plans, field notes, plats, maps, legal descriptions, or ofher
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.
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 pro�ided in A/IicroStation (DGR�) or Autocad (D�NG or DXF)
format (currently Release 2002), or as otherwise approved in writing
by the CITY, and all data colleted generated during the course of
the project shall become the property of the CITY.
, The minimum information to be provided in 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 #8901, PK Nail,
EA1-4
Rev 11/30/04
I _
:'� ;r � 1:.� i: : � �:5'v'�J i'. �,
v �� �� J'�''�-1� � �!r� �1: ��r
��� �:�'���;�;,���I��i, �!���,
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 Points.
4. No less than two bench marks plan/profile sheet.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when
appropriate.
7. Obtain the "foot print" of all properties where the sanitary
sewer service line is to be relocated or rerouted.
ii. Public Notification
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., Consuitant'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.
iii. Conceptual Engineering Pian Submittal
a. Conceptual plans shall be submitted to City �(Z days after
Notice to Proceed Letter is issued.
b. The ENGINEER shall perform conceptual design of the
proposed improvements and furnish four (4) copies of the
EA1-5
Rev 11/30/04
concept engineering plans which includes layouts,
preliminary right-of-way needs and cost estimates for the
ENGINEER's recommended plan. ENGINEER shall perform
remaining fieid surveys required for final design of selected
route(s). 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. All design shall be in
conformance with Fort Worth Water Department policy and
procedure for processing water and sewer design.
ENGINEER shall review the City's water and sewer master
plan, other pertinent design information and provide a
summary of findings pertaining to the proposed project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph iii (b), ENGINEER wiil prepare
preliminary construction plans as follows:
a. Overall water and/or sanitary sewer layout sheets and an
overall easement layout sheet(s).
b. Preliminary project plans and profile sheets on 22" x 34"
sheets which show the following: Proposed water and/or
sanitary sewer plan/profile and recommended pipe size, fire
hydrants, water service lines and meter boxes, gate vaives,
isolation valves, manholes etc., related appurtenances and
all pertinent information needed to construct the project.
Legal description (Lot Nos., Block Nos., and Addition
Names) along.with property ownership shall be provided on
the plan view.
c. For sewer lines, pipelines schedule for point repairs,
rehabilitation and replacement will be located on the base
sheets prepared from survey information gathered under
Part B, Paragraph b. 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 and trenchless technology construction is
anticipated, below and above ground utilities will be located
EA1-6
Rev 11/30/04
� ,
P.� 1 , . _ ..-... ..� _ _ A.�
��J���� ��v�i���'`�l�l��;
��U, .�:'�,J���W, ���30
0
Rev 11/30/04
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 of Fort Worth to determine if
any future improvements are planned that may impact the
project.
e. The design 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 this elevation
cannot be determined during design survey, the design
shali be provided after award of the construction contract
as specified in Part A, Paragraph 1 b.
f. The ENGINEER shall make provisions for reconnecting all
identifiable water and/or wastewater service lines which
connect directly to any main being replaced, including
replacement of existing service lines within City right-of-
way or utility easement. When the existing alignment of a
water and sanitary- sewer main or lateral is changed,
provisions will be made in the final plans and/or
specifications by the ENGINEER to relocate all service
lines which are connected to the existing main and
connect said service lines to the relocated main.
g. The ENGINEER will prepare standard and special detail
sheets for water line instaliation and sewer rehabilitation or
replacement that are not aiready 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.
EAl-7
Temporary and permanent easements will be appropriated
based on available information and recommendations will
be made for approval by the City.
i. 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 for Acquisition of Property".
j. Utility Ciearance 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 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.
k. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be
submitted to City .�� after approval of Part B,
Paragraph iii (b).
ii. The ENGINEER shall deliver two (2) sets of
preliminary construction plans and two (2) sets of
specifications and contract documents to CITY for
review. Generally, plan sheets shall be organized as
follows:
EA1-B
Rev 11/30/04
�
� .. . � J .. .,-. � 1:J'' il✓�.^-.�✓
� ��r ' p I I
'v��`�� ��:�1;�1is�'�U��,
i ',}'r.'���;�,p�U Q
� .����:Uno ��c���
Cover Sheet
General Notes/Legand
Easernent layout (if applicable)
Abandonment
Plan & Pr.ofile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER 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 solutions to
be pursued.
I. 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.
m. 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 pubiic 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 � days after
approval of Part B, Paragraph 2 k.
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
EA1-9
Rev 11/30/04
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 shali submit a final set of rriylar drawings for record
storage as follows:
1. Water and sanitary sewer pians 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 (22" x 34") with all project numbers
(Water/Sanitary Sewer and TPW) prominently dispiayed.
2. For projects where paving/grating/drainage improvements
occur on a Water Department funded project with no T&PW
funding involved, a separate set of mylars with cover sheet
shail be submitted for TPW.
3. Signed plans sets shal) also be submitted as an Adobe
�crobat PQF format (version 6.0 cr 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 fil _s for Pach chPAt nf a�)an cP+ will nnt
be arce t-d � PDF files shall conform to naming
conventions as follows:
I. 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.
EA1-10
Rev 11/30/04
Example: X-12755_org18.pdf
II. 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 originai plan set, "47"
shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
Both PDF files shall be submitted on one (1) Compact Disk, which will
become property of and remain with the City of Fort Worth. Flop�� di�ks.
�i di�kG, e-mail flash media ���ill no be a___nterl
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
Administration
a. Deliver Bid Documents .
The ENGINEER will make available for bidding, upon reguest 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 delivered 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.
EA1-11
Rev 11/30/04
'_�' f �� � �I�c' J:�L� I� G �C /"' ^ f � 1
;'� -i I1i12'vU'Jf'�
'���'u ����;RL�`ti�?�
���� �'��'��„� ?:��U ����
�.���'� n�� s�o
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.
c. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the project. The
ENGINEER shall also consuit with and advise the CITY on design and/or
construction changes, if necessary.
EA1-12
Rev 11/30/04
EXHIBIT "A-2"
SUPPLEMENTAL SCOPE OF SERVICES
(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:
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
SUMMARY OF IMPROVEMENTS
PAVING AND STORM DRAINAGE IMPROVEMENTS
PAVEMENT
STREET COUNCIL 6" Lime 5" Reinforced 7"
NAME DISTRICT Stabilized Concrete Integral
Subgrade Pavement Curb
(SY) (SY) (LF)
Vera Cruz St.
Oscar Ave.
To No.2 1,030 952 706
Hutchinson St.
TOTAL = 1,030 952 706
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A — PRE-ENGINEERING
1. Initiai Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
EA2-1
Rev 11/30/04
anticipated. These include the following:
One (1) pre-design kick-off rneeting, (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 Coilection
In addition to data obtained from the City, ENGINEER will research and make
efforts to obtain pertinent informafion to aid in coordination of the proposed
improvements with any planned future improvements that may influence the
project. ENGINEER will aiso identify and seek to obtain data for existing conditions
that may impact the project including; utilities, City Master plans, CITY drainage
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 ENGINEER 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.
EA2-2
Rev 11/30/04
PART B- CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual 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.
b. ENGINEER will provide the foilowing 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. RII 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 6e 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;
EA2-3
Rev 11/30/04
d
Rev 11/30/04
a. Identified (Existing. City Monument #8901, PK Nail,
5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate
system, and a referred bearing base. Z coordinate on
City Datum only.
c. Descriptive Location (Ex. Set in the centerline of the
inlet in the South curb line of North Side Drive at the
East end of radius at the Southeast corner of North
Side Drive and North Main Street).
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.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
ii. Public Notification
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 ancl phone
no., scope of survey work and design survey schedule. The letter
will be reviewed and approved by the City prior to distribution.
iii. Drainage Computations
ENGINEER will review and document the storm water watershed
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
EA2-4
� � . ., ._ .,: } s�v�J:�;,�'�
JJ��6r V'��Cli}r����'!!(���
,,, „�? U �„
I �;�iti,�:�i�i1��1`���` U I I �I�����
i . ' V �i�. �' �
0
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. Conceptuai Engineering Plan Submittal
a. Conceptual plans shall be submitted to City �� days after
Notice to Proceed Letter is issued.
b. The ENGINEER shatl 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:
Rev 11/30/04
r
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 shali be on 22" x 34" sheets:
Property Ownership
Curb Lines
Driveways
Medians (if applicable)
Sidewalks
Existing and proposed water and sanitary sewer mains.
EA2-5
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 improvemenis are
planned that may impact the project.
e. Preliminary roadway cross-sections wili be developed, from the survey
notes, at intervals not-to-exceed 50 foot along the project length and wili
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 walis, etc., will also be provided. Profiles of centerline
of driveways will also be provided where necessary. Scale wili 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 uertical control shall be provided on the
plan sheets to locate ail 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 wili 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' vertical with cross sections plotted with stationing from the bottom of the
sheet, and will include laterals and inlets. CITY policy with regard to parking
design shail be maintained. Excavation and embankment volumes and end
area computations shali also be provided.
EA2-6
Rev 11/30/04
�
Rev 11/30/09
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.
j. Right-of-way/Easement Preparation and Submittai
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 wiil 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 shail be submitted
to CITY �(L 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:
EA2-7
n
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
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 ail 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
Rev 11/30/09
a. Final Construction Documents shall be submitted to CITY �� days after
approval of Part B, Paragraph 2(b).
Foilowing 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.
EA2-B
�
Rev 11/30/04
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shail submit a final estimate of probable construction cost
with the final plans submitted.
c. Mylar Submittais
The ENGINEER shall submit a final set of mylar drawings for record
storage as follows:
1. Street and storm drain plans shali 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 dispiayed.
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 h�abe
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 sheefs of tlie part'icular plan set.
�ingular PDF fil _s fnr Parh CFIGP� r,f a nlan �pt ������ ��*
he ar.�PntP� 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 plan set, "47"
shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
EA2-9
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" shail 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 wili
become property of and remain with the City of Fort Worth. Flo��y d►��ky,
�i disks, P-mail flash m dia ���ill no 6 acrP tPd
4. For information on the proper manner to submit PDF files
and to obtain a file number for the proiect. 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
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. �
EA2-10
Rev 11/30/04
0
Rev 11/30/04
b. Bidding Assistance
The ENGINEER shail assist the CITY during this phase including
preparation and delivery of any additional addenda prior to bid
opening to pian holders and respond to questions submitted to
DOE by prospective bidders. Engineer shali attend the scheduled
pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness
and accuracy. The ENGINEER shail 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.
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.
EA2-Z1
ATTACHMENT "B"
(SUPPLEMENT TO ATTACHMENT B)
COMPENSATION AND PAYMENT SCHEDULE
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
1. Compensation
A. The ENGINEER shaii be compensated a total lump sum fee of $24,690 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 Exhibits "A-1"
and "A-2" for all labor materials, supplies and equipment necessary to complete the
project.
B. The Engineer shall be paid monthly as described in Exhibit "B-1 ", Section I— Method
of Payment.
Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer.
2. Schedule
Final Plans and Contract Documents for bid advertisement shall be submitted within
115 working days after the "Notice to Proceed" letter is issued.
A. Concepfival Engineering Plans — 30 working days
B. Preliminary Engineering Plans & Contract Documents — 30 working days (upon
receipt of Conceptual Plan review)
C. Final Engineering Plans & Contract Documents —15 working days (upon receipt
of Preliminary Engineering Plan review)
D. Final Plans and Contract Documents for Bid Advertisement — 115 working days
B-1
EXHIBIT "B-1"
(SUPPLEMENT TO ATTACHMENT B)
METHOD OF PAYMENT
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
Method of Payment
Partial payment shall be made to the Engineer monthiy upon City's approval of an invoice from the
Engineer outlining the estimated current percent complete of the total project.
The aggregate of such monthly par�ial fee payments shall not exceed the following:
Until satisfactory completion of Exhibits "A-1" and "A-2", Conceptual Engineering Plan submittal and
approval by the City, a sum not to exceed 30 percent of the totai lump sum fee.
Until satisfactory compietion of Exhibits "A-1" and "A-2", Preliminary Construction Pian submittal and
approval by the City, a sum not to exceed 60 percent of the total lump sum fee.
Untii satisfactory completion of Exhibits "A-1" and "A-2", Final Construction Plan submittal and approval
by the City, 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.
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 probabie construction cost of $105,000 (as estimated in Exhibit B-5) 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
EXHIBIT "B-2"
. ' HOURLY AND REIMBURSABLE RATE SCHEDULE
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINGSON ST.)
CIN PROJECT NO. 00181
Engineering / Technical
Principal
Project Manager
IT Manager
Senior Engineer
Engineer
Graduate Engineer
Landscape Architect / Planner
Designer
Senior Designer
CAD Draftsman
CAD Technician
Senior CAD Technician
IT Technician
Clerical
Resident Project Representative
From
$120
$100
$100
$90
$80
$65
$85
$70
$90
$35
$50
$70
$60
$45
$70
To
- $205
- $145
- $110
- $145
- $110
- $95
- $100
- $95
- $120
- $60
- $75
- $90
- $75
- $65
- $90
Surveying
Survey Office Manager $120 - $130
R.P.L.S. $95 - $120
Senior Survey Technician $70 - $85
:Junior Survey Technician $50 - $70
2-Person Field Crew w/Equipment $90
3-Person Field Crew w/Equipment $105
4-Person Field Crew w/Equipment $130
1-Person G.P.S. Crew w/Equipment $110
2-Person G.P.S. Crew w/Equipment $130
3-Person G.P.S. Crew w/Equipment $150
1-Person Robotic Crew w/Equipment $90
2-Person Robotic Crew w/Equipment $110
3-Person Robotic Crew w/Equipment $125
Direct Cost Reimbursables
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
Per Hour
Per Hour
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 $1.00lpage 11" x 17" size bond paper, B&W
$2.00/page 11" x 17" size bond paper, color
$2.00/page 22"x34" and larger bond paper or vellum, B&W
$4.00/page 22"x34" and larger bond paper or vellum, color
$4..00/page 22"x34" and larger mylar or acetate, B&W
Mileage $0.40/mile
All Subcontracted and outsourced services billed at rates comparable to TNP's biiling rates shown above.
* Rates shown are for calendar year 2005 and are subject to change in subsequent years.
B2-1
C
EXHIBIT "B-3A"
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL PROJECT FEES
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
Consultinq Firm Prime Responsibilitv Amount Percent
Prime Consultant:
Teague Nall and Perkins, Inc. Engineering & Proj. Mgmt. $24,690 100.0%
M/VI/BE Consultants:
Not Applicable $ 0 0.0°/o
Total for Professional Services � � $24,690 100%
Proiect Description Scope of Services Total Fee M/V1/BE Fee Percent
Engineering Services Sewer and Paving $24,690 $0 0.0%
B3A-1
EXHIBIT "B-3B"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE SUMMARY
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
BASIC ENGINEERING DESIGN FEE:
Water Department: (Construction Cost X TSPE Curve "A" X 85%)
Sewer Improvements $19,000 X 11.7% X 85% _ $1,890
Transportation & Public Works: (Construction Cost X TSPE Curve "A" X 85%)
Paving Improvements $86,000 X 11.7% X 85% _
Water Department and T&PW: Basic Services Total:
ADDITIONAL SERVICES:
Water Department:
Topographic Surveying Services (Water=$0; Sewer= $724)
Public Meetings
Quarterly Progress Reports / Coordination with Mgr.
SW3P
Printing / Reproduction
Construction Assistance
Additional Services Subtotal (Water = $0; Sewer = $2,308)
Transportation & Public Works:
Topographic Surveying Services
Public Meetings
Quarterly Progress Reports / Coordination with Mgr
SW3P
Printing / Reproduction
Construction Assistance
Additional Services Subtotal
Water Department and T&PW: Additional Services Total:
$8,553
$10,443
_ $ 724
_ $ 181
_ $ 163
_ $ 543
_ $ 334
_ � 634
_ $ 2,579
_ $ 3,276
_ $ 819
_ $ 737
_ $ 2,457
_ $ 1,513
_�.. 6�6
_ $11,668
$14,247
'�;:2��-., � -,�
„�r�J'��J.;.� ���v�'J�'�;
B3B-1
'���'�� ���� 1? ��''.,� ��
��, ����~ �
T?i�'1;,0' U; q qn
:: JJi �
n'� U! t�!v
(INCLUDE THE FOLLOWING ON EXHIBiT "B-3B")
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
• uu_: • • �
Service Description Sewer Paving/Drainage Total
Engineering Services $3,745 $16,945 $20,690
Surveying Services $724 $3,276 $4,000
Total $4,469 $20,221 $24,690
�i i� �•�� � ► � � � � � � �� ► �►� ��• �� �
� � `� �� � \ - � i -���• � � • •� '• � /� �.► ./• �. �' ��
a. Conceptual (30%) _(Total Sewer Fee — Sewer Survey Fee) x(0.3) _$ 1,124
b. Preliminary (60%) _(Total Sewer Fee — Sewer Survey Fee) x(0.6) _$ 2,247
c. Final (10%) _(Total Sewer Fee — Sewer Survey Fee) x(0.1) _$ 374
. - �• -- - � - -- : - - - •
_..., � • .� -. u �.� .. �< �- .�
a. Conceptual (30°l0) _(Total Paving Fee — Paving Survey Fee) x(0.3) _$ 5,084
b. Preliminary (60%) _(Totai Paving Fee — Paving Survey Fee) x(0.6) _$ 10,167
c. Final (10%} _(Total Paving Fee — Paving Survey Fee) x(0.1) _$ 1,694
0
EXHIBIT "B-3C"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
Surveying Services:
Sewer and Paving
Topographic Surveys
450 LF x $8.89
Water Department and T&PW: Totai for Topographic Surveying Services:
Water Department:
Sewer Cost Opinion / Total Cost Opinion =
Water Department (Water and Sanitary Sewer) Total
Transportation and Public Works Department:
Paving Cost Opinion / Total Cost Opinion =
T&PW Topographic Survey Subtotal:
B3G1
$19,000 / $1.05,000
$4,000 x 0.181
$86,000 / $105,000
$4, 000 x 0.819
_ $ 4,000
_ $ 4,000
= 18.1%
_ $724
= 81.9%
_ $3,276
�
EXHIBIT "B-3D"
(SUPPLEMENT TO ATTACHMENT B)
ADDITIONAL SERVICES
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
Additional Services:
Water Department:
Sewer Cost Opinion / Total Cost Opinion =$19,000 /$105,000 = 18.1 %
Public Meetings: 1 x$1,000 / meeting x 0.181
Quarterly Progress Reports / Coordination With Program Mgr.:
[(2 Reports x$2001 report) +$500 Coordination] x 0.181
SW3P: $3,000 x 0.181
Water Department Subtotal:
Transportation and Public Works Department:
Paving Cost Opinion / Total Cost Opinion =$86,000 /$105,000 = 81.9%
Public Meetings: 1 x$1,000 / meeting x 0.819
Quarterly Progress Reports / Coordination With Program Mgr.:
[(2 Reports x$200 / report) +$500 Coordination] x 0.819
SW3P: $3,000 x 0.819
Transportation and Public Works Department Subtotal
B3D-1
_ $ 181
_ $ 163
= 543
$ 887
_ $ 819
_ $ 737
= 2 457
$ 4,013
EXHIBIT "B-3E"
(SUPPLEMENT TO ATTACHMENT B)
ADDITIONAL SERVICES — PRINTING / REPRODUCTION
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
Additional Services:
Plans:
Concept Plans: 4 x 4 plan sheets x$2 / plan sheet
Preliminary Plans: 2 x 5 plan sheets x$2 / plan sheet
Utility Plans: 13 x 5 plan sheets x$2 / plan sheet
Final Plans: 2 x 5 plan sheets x$2 / plan sheet
Bid Plans: 50 x 5 plan sheets x$2 / plan sheet
Mylar Plans: 1 x 5 plan sheets x$4 / plan sheet
Check Plots:
Concept Plans: 10 plots x$1 / plot
Preliminary Plans: 20 plots x$1 / plot
Final Plans: 10 plots x$1 / plot
Specifications:
Concept Plan Submiital: 2 sets x$20 / spec. book
Final Plan Submittal: 2 sets x$20 / spec. book
Bid Plans Submittal: 50 sets x$20 / spec. book
Photocopies: 50 photocopies x$0.10 / photocopy
Printing / Reproduction Total
_$
_$
_$
32
20
130
20
500
20
10
20
10
_ $ 40
_ $ 40
_ $1,000
_$ 5
_ $1,847
Water Department:
Water Cost Opinion / Total Cost Opinion = $19,000 /$105,000 = 18.1 %
Water Department (Water and Sanitary Sewer) Total: $1,847 x 0.181 =$334
Transportation and Public Works Department:
Paving Cost Opinion / Total Cost Opinion = $86,000 /$105,000 = 81.9%
Transportation and Public Works Department Total: $1,847 x 0.819 =$1,513
B3E-1
0
EXHIBIT "B-3F"
(SUPPLEMENT TO ATTACHMENT B)
ADDITIONAL SERVICES — CONSTRUCTION ASSISTANCE
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
Additional Services:
Pre-Bid Meeting = $ 500
Attend Bid Opening = $ 200
Tabulate Bids = $ 500
Recommend Contract Award = $ 400
Attend Pre-Construction Meeting = $ 500
Periodic Site Visits = $1,000
Final Inspection - $ 400
Construction Assistance Total = $3,500
Water Department:
Water & Sewer Cost Opinion / Total Cost Opinion =$242,000 /$1,324,000 = 18.3%
Water Department (Water and Sanitary Sewer) Total: $3,500 x 0.183 =$641
Transportation and Public Works Department:
Paving & Storm Drainage Cost Opinion / Total Cost Opinion =$1,082,000 /$1,324,000 =
81.7%
Transportation and Public Works Department Total: $3,500 x 0.817 =$2,859
B3F-1
EXHIBIT "B-4"
OPINION OF PROBABLE CONSTRUCTION COSTS
SUMMARY
CITY OF FORT WORTH ENGINEERING
Engineering Design Services Associated Wiih
Street Reconstruction and Sanitary Sewer Replacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
City Project No. 00181
Concrete Pavement Alternate
Note: Vera Cruz Street (Oscar Ave. to Hutchinson St.) pavement width is based on 25' back-of-curb to back-of-
curb street section.
HMAC Pavement AitPrnatp
Street Sewer
Location Reconstruction Construction Total Construction
Vera Cruz Street (Oscar Ave. to Hutchinson St.) $74,000 $19,000 $93,000
TOTALS $74,000 $19,000 $93,000
PERCENT COST 79.6% 20.4%
Note: Vera Cruz Street (Oscar Ave. to Hutchinson St.) pavement width is based on 25' back-of-curb to back-of-
curb street section.
B4-1
� TEAGUE NALL AND PERKINS Exhibit B-5
CONSULTING ENGINEERS
ITEM
NO.
1
2
OPIN/ON OF PROBABLE CONSTRUCTION COST
VERA CRUZ - STREET IMPROVEMENTS
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: DECEMBER 20, 2004
TOTAL PROJECT SUMMARY
f1�Yl:�li�[�1� [�1�� �►�i��
SEWER
PAVING
TOTAL PROJECT COST
85-1
TOTAL
$19,000
$86,000
$105,000
TEAGUE NALL AND PERK/NS Exhibit B-5
CONSULTING ENGINEERS
OPINION OF PROBABLE CONSTRUCTION COST
VERA CRUZ - STREET IMPROVEMENTS
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: DECEMBER 20, 2004
SEWER IMPROVEMENTS
ITEM UNIT
NO. DESCRIPTION OF ITEMS QUANTITY UNIT COST TOTAL
SANITARY SEWER
1 8" Sanitar Sewer, All De ths 210 LF $35.00 $7,350.00
2 4" PVC Sanita Sewer, Ali De ths 100 LF $20.00 $2,000.00
3 4" Sanita Sewer Ta 2 EA $275.00 $550.00
4 TJ✓o Wa Service Clean Out 2 EA $150.00 $300.00
5 Manhole Removal 2 EA $400.00 $800.00
6 Standard Sewer Mh., 48" I.D. 2 EA $1,700.00 $3,400.00
7 WaterTi hYManhole InseR 2 EA $85.00 $170.00
8 Concrete Manhole Collar 2 EA $270.00 $540.00
9 Vacuum Test Manhole 2 EA $126.00 � $252.00
10 2" Tem ora As halt Pavement Re air 35 LF $8.00 $280.00
11 Trench Safet S stem For Trench De th 5' & Greater 210 LF $2.00 $420.00
12 Pre-Construction N Ins ection of SS Lines 210 LF $2.00 $420.00
13 Post-Construction TV Inspection of SS Lines 210 LF $1.00 $210.00
Sub-Total Sewer Construction Cost $16,692
Contingency ('10%) $1,669
Total Sewer Construction Cost $19,000.00
B5-2
TEAGUE NALL AND PERKINS Exhibit B-5
CONSULT/NG ENGINEERS
OPINION OF PROBABLE CONSTRUCTION COST
VERA CRUZ - STREET IMPROVEMENTS
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: DECEMBER 20, 2004
PAVING IMPROVEMENTS (CONCRETE ALTERNATE - 25' BACK TO BACK OF CURB)
ITEM UNIT
NO. DESCRIPTION OF ITEMS QUANTITY UNIT COST TOTAL
PAVING IMPROVEMENTS
1 Pro�ect Desi nation Si n 2 EA 300 $600.00
2 Pre are ROW 1 LS $2,000.00 $2,000.00
3 Remove Existin Concrete Pavement 1,062 SF $3.00 $3,186.00
4 Remove Existin Concrete Sidewalks and Ram s 200 5F $1.25 $250.00
5 Unclassified Street Excavation 470 CY $10.00 $4,700.00
6 6" Lime Stabilized Sub rade 1,030 SY $2.65 $2,729.50
7 Lime Stabilization 35 LB/SY 18 TON $100.00 $1,800.00
8 5" Reinforced Concrete Pavement 952 SY $23.00 $21,896.00
9 Reinforced Concrete Sidewalks and Ram s 200 SF $5.00 $1,000.00
10 7" Concrete Curb 706 LF $2.50 $1,765.00
11 Retainin Walls -. Stacked Block 1,350 SF $25.00 $33,750.00
12 6" Reinforced Concrete Drivewa 560 SF $4.75 $2,660.00
13 6" HMAC Transition Pavement T e D 25 SY $25.00 $625.00
14 Utilit Ad�ustments 1 LS $1,000.00 $1,000.00
15 Remove & Place Chain Link Fence 60 LF $12.00 $720.00
16 Remove & Place Wood Fence 220 LF $12.00 $2,640.00
Sub-Total Paving Construction Cost $78,082
Contingency (10%) $7,808
Total Paving Construction Cost $86,000.00
85-3
TEAGUE NALL AND PERK/NS Exhibit B-5
CONSULTING ENGINEERS
OPINION OF PROBABLE CONSTRUCTION COST
VERA CRUZ - STREET IMPROVEMENTS
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: DECEMBER 20, 2004
PAVING IMPROVEMENTS (HMAC ALTERNATE - 25' BACK TO BACK OF CURB)
ITEM UNIT
N0. DESCRIPTION OF ITEMS QUANTITY UNIT COST TOTAL
PAVING IMPROVEMENTS
1 Pro�ect Desi nation Si n 2 EA 300 $600.00
2 Pre are ROW 1 LS $2,000.00 $2,000.00
3 Remove Existin Concrete Pavement 1,062 SF $3.00 $3,186.00
4 Remove Existin Concrete Sidewalks and Ram s 200 SF $1.25 $250.00
5 Unclassified Street Excavation 470 CY $10.00 $4,700.00
6 8" Lime Stabilized Sub rade 1,030 SY $2.65 $2,729.50
7 Lime Stabilization 35 LB/SY 18 TON $100.00 $1,800.00
8 6" HMAC Pavement 785 SY $14.00 $10,990.00
9 Reinforced Concrete Sidewalks and Ram s 200 SF $5.00 $1,000.00
10 7" Concrete Curb and 18" Gutter 706 LF $2.50 $1,765.00
11 Retainin Walis - Stacked Block 1,350 SF $25.00 $33,750.00
12 6" Reinforced Concrete Drivewa 560 SF $4.75 $2,660.00
13 6" HMAC Transition Pavement T e D 25 SY $25.00 $625.00
14 Utilit Ad�ustments 1 L5 $1,000.00 $1,000.00
15 Remove & Place Chain Link Fence 60 LF $12.00 $720.00
16 Remove & Place Wood Fence 220 LF $12.00 $2,640.00
Sub-Total Paving Construction Cost $67,176
Contingency (10%) $6,718
Total Paving Construction Cost $74,000.00
85-4
NONE
ATTACHMENT "C'
CHANGES AND AMENDMENTS TO ATTACHMENT A
Engineering Design Services Associated With
Street Reconstruction and Sanitary Sewer Repiacements
VERA CRUZ STREET (OSCAR AVE. TO HUTCHINSON ST.)
CITY PROJECT NO. 00181
C-1
ATTACHMENT D-1 �
PROJECT SCHEDULE - PROJECTED / ACTUAL PROJECT DATES
VERA CRUZ (OSCAR AVE. TO HUTCHINSON ST.)
ENGINEERING SERVICES CONTRACT ATTACHMENTS
Schedule (Working Da s)
City of Fort Worth
DOE:
Water Project No.
PROJECTED ACTUAL
ID Task Name Duration Start Finish Duration Start Finish
1 Notice-to-Proceed 1 da Mon 4/18/05 Mon 4/18/05
2 Topo raphic Surve 15 da s Mon 4/18/05 Fri 5/6/05 '
3 Prepare 30% Plan Submittal 15 da s Mon 5/9/05 Fri 5/27/05 _:;.=:':
4 30% Plan Submittal 1 da Fri 5/27/05 Fri 5/27/05
5 Cit of Fort Worth Review 10 da s Mon 5/30/05 Fri 6/10/05 `
6 Neighborhood Meeting 1 da Tue 5/31/05 Tue 5/31/05 :
7 Address DOE/Citizen Comments 2 da s Wed 6/1/05 Thu 6/2/05 .::'' .
8 Submit Plans for Utility Coord. 1 da Fri 7/22/05 Fri 7/22/05 °:::
9 Incorporate Comments/Prepare Desi n 6 da s Fri 7/15/05 Fri 7/22/05 :-'`-:
10 60% Plan Submittal to DOE 30 da s Mon 6/13/05 Fri 7/22/05 ''
11 Franchise Utility Relocations 48 da s Mon 7/25/05 Wed 9/28/05 .<
12 City of Fort Worth Review 10 da s Mon 7/25/05 Fri 8/5/05 -:-�; :
13 Incorporate Final Comments 15 days Mon 8/8/05 Fri 8/26/05 -` -
14 Submit 90% Plans and Specs. 1 da Fri 8/26/05 Fri 8/26/05
15 City of Fort Worth Review 10 da s Mon 8/29/05 Fri 9/9/05
16 Submit Final Plans 10 da s Mon 9/12/05 Fri 9/23/05 `
17 Circulate Plans for Si natures 2 da s Mon 9/26/05 Tue 9/27/05 _`_', .
18 Advertise Pro�ect 20 da s Thu 9/29/05 Wed 10/26/05 :�-
19 Advertisement Duration 20 da s Thu 9/29/05 Wed 10/26/05
20 Open Bids 1 da Thu 10/27/05 Thu 10/27/05 '. -
21 M& C Circulation Process 20 da s Fri 10/28/05 Thu 11/24/05 '_ ;_.
22 Council Award 1 da Tu 11/29/05 Tu 11/29/05 ':
23 Execute Contract Documents 1 da Wed 11/30/05 Wed 11/30/05 `�'
D1-1
;;���l��,J,.:,t ,,�,�;��,�,�„
� 'v � U �lf ;;i z L' }r � �'�`. �: �`;
�';'u l 1, c` �Ilf f �n
��o :• ' <;j 1 jl� � �����I �
,I �� Cl T Y OF FOR T WOR TH
A l lAL'HMENT E-1
PROPOSED PA �ING AND ORl �EW,4 Y IMPRO l/EMENTS
PA �ING IMPRO l/EMEN TS
l/ERA CRUZ S 7:
(OSCAR ST. TO HUTCHINSON A l/E.�
FORTWORTH
PROP CURB k GUT7ER
PRA° RETAINING WALL
PRG}° DRl�f' L1
PRA� Pt,MT �
i'--�"'200' �ACUE'M.41L II/YD PERK/NS
� � � LNGdYILR! ♦ llqPYtYORI � COMIULTAMTJ
N A ,� � �� ~ nao Macan so-ser
DATE �,�_�%- Fort Wwt/� Tixer 7BY02
DEC. 2004 ��— �NC. �� ���
COUNCIL DlS1RIC7 N0. 2
AIAPSCO N0. 63A
CITY OF FORT WORTH, TEXAS '"` "`�"
F'lWD431
VERA CRUZ STREET sHEEr
1
PAViNG �
2
; ci rY oF FOR T woR rH
fXIST WA7FR UNE
EXIST SEN£R LINf
PRQ° SEIf£R UNE
PRG4° SSNH
A l lAG'HMENT E-2
PROPOSED SANITARY SEWER lMPR01/EMENTS
SEWER IMPRD l/EMEN TS
�ERa cRvz sr.
(OSCAR ST TO HU TCHINSON A �E, �
FORT WORTH
i�--""�zao' TE4GUEN.4LL AND PERK/NS
�nr !"T` `'r'� tMqiYLINI ♦ IUAY[I'OR! � COAllIK7AMTl
r� a � < ji �i��
DATE R_''�� ttoo i�iecan streer
DEC. 2004 � �NC FO� � T.Xe-5773�2
CITY OF FORT WORTH, TE
VERA CRUZ STREET
SEWER
CLY/NCIL 0/STRICT N0. 2
AIAASCQ N0, 63A �
� i nir v�to�cr "r
S� � .. F7�WOd313 `J
�� SHEET
' �� � �
J , ��
� : � l . • OF ' ��:
,2
Teague Nall and Perkins, Inc.
Corporate Resolution
Authorization to Execute Contracts
The UNDERSIGNED hereby certifies that he is Secretary of TEAGUE NALL
AND PERKINS, INC. (the "Corporation"), a corporation organized and existing
under the laws of the State of Texas, and that the following resolution was
adopted at the meeting of the Board of Directors of the Corporation, which was
duly called and held on the 29th day of December, 2004, and that the same shall
remain in full force and effect until amended or rescinded by the Board of
Directors.
Upon motion duly made, seconded and unanimously passed it was
RESOLVED that each of the following principals and corporate ofFicers,
acting in their capacity as a principal and/or an ofFicer of the Corporation and
holding the title of "Principal", as well as Steve Roberson, Survey Manager, has
full power and authority to execute contracts with various agencies, entities,
individuals and corporations, etc., including other documents related thereto, in
the name of TEAGUE NALL AND PERKINS, INC., and that no counter-signature is
required on such contracts and documents in order to make said contracts and
documents legally binding upon the Corporation.
Gary J. Teague, Corporate Principal/President
Mark R. Berry, Corporate Principal/Vice President-Treasurer
Michael A. Jones, Corporate Principal/Vice President-Secretary
Ty Hilton, Principal-FfVU Office/Vice President
Tom Rutledge, Principal-FTW Office
Greg D. Saunders, Principal-FfVV Office
Scott C. Wilhelm, Principal-FTW Office
Gary L. Vickery, Principal-DEN OfFice _
Mark ]. Holliday, Principal-DAL Office �_
Stephen H. Roberson, Survey Manager
IN WITNESS WHEREOF, the UNDERSIGNED has hereunto set his hand
and the seal of the Corporation this the 7th day of February 2005.
Michae) A. Jones
(Corporate Seal)