HomeMy WebLinkAboutContract 35525 `-71-7ETARY
CITY OF FORT WORTH, TEXAS --,'-;T No.
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), and Teague Nall &
Perkins, Inc., (the "ENGINEER"), for a PROJECT generally described as: Storm Water
Utility Project — Lebow Channel Roadway Crossing Replacement at Brennan Street, 28th
Street and Dewey Avenue
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 provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
(3) Upon completion of services enumerated in Article 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
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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s ORIGINAL
i J Il V,IJ
CITY because of such suspension of services.
Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the
degree of skill and diligence normally employed in the State of Texas by
professional engineers or consultants performing the same or similar services
at the time such services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering
work to be performed hereunder. The ENGINEER shall also advise the
CITY concerning the results of same. Such surveys, tests, and
investigations shall be furnished by the CITY, unless otherwise specified
in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations,
the actual characteristics may vary significantly between successive test
points and sample intervals and at locations other than where
observations, exploration, and investigations have been made. Because
of the inherent uncertainties in subsurface evaluations, changed or
unanticipated underground conditions may occur that could affect the
total PROJECT cost and/or execution. These conditions and
cost/execution effects are not the responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink
on reproducible plastic film sheets, or as otherwise approved by CITY, which
shall become the property of the CITY. CITY may use such drawings in any
manner it desires; provided, however, that the ENGINEER shall not be liable
for the use of such drawings for any project other than the PROJECT
described herein.
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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 C11-Y's construction contractors or other entities, and do not
relieve the construction contractors or any other entity of their obligations,
duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction work in
accordance with the Contract Documents and any health or safety precautions
required by such construction work. The ENGINEER and its personnel have
no authority to exercise any control over any construction contractor or other
entity or their employees in connection with their work or any health or safety
precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the progress
or quality of the completed work on the PROJECT or to determine, in general,
if the work on the PROJECT is being performed in a manner indicating that the
PROJECT, when completed, will be in accordance with the Contract
Documents, nor shall anything in the Contract Documents or the agreement
between CITY and ENGINEER be construed as requiring ENGINEER to make
exhaustive or continuous on-site inspections to discover latent defects in the
work or otherwise check the quality or quantity of the work on the PROJECT.
If, for any reason, the ENGINEER should make an on-site observation(s), on
the basis of such on-site observations, if any, the ENGINEER shall endeavor
to keep the CITY informed of any deviation from the Contract Documents
coming to the actual notice of ENGINEER regarding the PROJECT.
(3) When professional certification of performance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth
in the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance
with Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation or
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maintenance costs; competitive bidding procedures and market
conditions; time or quality of performance by third parties; quality, type,
management, or direction of operating personnel; and other economic
and operational factors that may materially affect the ultimate PROJECT
cost or schedule. Therefore, the ENGINEER makes no warranty that the
CITY's actual PROJECT costs, financial aspects, economic feasibility, or
schedules will not vary from the ENGINEER's opinions, analyses,
projections, or estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations
have been made by the ENGINEER to ascertain that the construction
contractor has completed the work in exact accordance with the Contract
Documents; that the final work will be acceptable in all respects; that the
ENGINEER has made an examination to ascertain how or for what purpose
the construction contractor has used the moneys paid; that title to any of the
work, materials, or equipment has passed to the CITY free and clear of liens,
claims, security interests, or encumbrances; or that there are not other matters
at issue between the CITY and the construction contractor that affect the
amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others, and may not always represent
the exact location, type of various components, or exact manner in which the
PROJECT was finally constructed. The ENGINEER is not responsible for any
errors or omissions in the information from others that is incorporated into the
record drawings.
I. Minority and Woman Business Enterprise (M/WBE) Participation
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
the commission of fraud by the Engineer may result in the termination of this
agreement and debarment from participating in City contracts for a period of
time of not less than three (3) years.
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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
and appropriate work space in order to conduct audits in compliance with the
provisions of this section. The CITY shall give ENGINEER reasonable
advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the CITY
shall, until the expiration of three (3) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that the
CITY shall have access during normal working hours to all subconsultant
facilities, and shall be provided adequate and appropriate work space, in order
to conduct audits in compliance with the provisions of this article together with
subsection (3)hereof. CITY shall give subcon-sultant reasonable advance
notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for the
cost of copies at the rate published in the Texas Administrative Code in effect
as of the time copying is performed.
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
$2,000,000 aggregate
Automobile Liability
$1,000,000 each accident on a combined single limit or
$250,000 Property Damage
$500,000 Bodily Injury per person per occurrence
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A commercial business policy shall provide coverage on "Any Auto", defined
as autos owned, hired and non-owned when said vehicle is used in the
course of the PROJECT.
Worker's Compensation
Coverage A: Statutory limits
Coverage B: Employer's Liability
$100,000 each accident
$500,000 disease - policy limit
$100,000 disease- each employee
Professional Liability
$1,000,000 each claim
$2,000,000 aggregate
Professional liability shall be written on a claims-made basis and shall
contain a retroactive date prior to the date of the contract or the first date of
services to be performed, whichever is earlier. Coverage shall be maintained
for a period of 5 years following the completion of the contract. An annual
certificate of insurance specifically referencing this project shall be submitted
to the City for each year following completion of the contract.
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
(a) Applicable policies shall be endorsed to name the CITY an Additional
Insured thereon, as its interests may appear. The 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 in this agreement are provided under applicable policies
documented thereon.
(c) Any failure on part of the CITY to request required insurance
documentation shall not constitute a waiver of the insurance requirements.
(d) A minimum of forty-five (45) days notice of cancellation or material change
in coverage shall be provided to the CITY. A ten (10) days notice shall be
acceptable in the event of non-payment of premium. Such terms shall be
endorsed onto ENGINEER's insurance policies. Notice shall be sent to the
respective Department Director (by name), City of Fort Worth, 1000
Throckmorton, Fort Worth, Texas 76102.
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(e) Insurers for all policies must be authorized to do business in the State of
Texas and have a minimum rating of A: VII in the current A.-M. Best Key
Rating Guide or have reasonably equivalent financial strength and
solvency to the satisfaction of Risk Management.
(f) Deductible limits, or self insured retentions, affecting insurance required
herein shall be acceptable to the CITY in its sole discretion; and, in lieu of
traditional insurance, any alternative coverage maintained through
insurance pools or risk retention groups must be also approved.
Dedicated financial resources or letters of credit may also be acceptable
to the City.
(g) Applicable policies shall each be endorsed with a waiver of subrogation in
favor of the CITY as respects the PROJECT.
(h) The City shall be entitled, upon its request and without incurring expense,
to review the ENGINEER's insurance policies including endorsements
thereto and, at the CITY's discretion, the ENGINEER may be required to
provide proof of insurance premium payments.
Commercial General Liab jitY insurance poticy shall have 7ho
exclusions by endorseme»ts 'unless the:G,ITY.."approves such exclusions
mwriting.,
(j) For all lines of coverage underwritten on a claims-made basis, other than
Professional Liability, the retroactive date shall be coincident with or prior
to the date of the contractual agreement. The certificate of insurance
shall state both the retroactive date and that the coverage is claims-
made.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement and all insurance
required in this section, with the exception of Professional Liability, shall
be written on an occurrence basis.
(1) Sub consultants and subcontractors to/of the ENGINEER shall be
required by the ENGINEER to maintain the same or reasonably
equivalent insurance coverage as required for the ENGINEER. When sub
consultants/subcontractors maintain insurance coverage, ENGINEER
shall provide CITY with documentation thereof on a certificate of
insurance.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant
and not as a subcontractor, agent, or employee of the CITY.
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M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing of
any conflicts of interest that develop subsequent to the signing of this contract
and prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, if requested, assist the CITY in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the
ENGINEER should have been aware of at the time this Agreement was
executed, the ENGINEER shall revise plans and specifications, as required, at
its own cost and expense. However, if design changes are required due to the
changes in the permitting authorities' published design criteria and/or practice
standards criteria which are published after the date of this Agreement which
the ENGINEER could not have been reasonably aware of, the ENGINEER
shall notify the CITY of such changes and an adjustment in compensation will
be made through an amendment to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
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B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for
the ENGaNEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will
perform, at no cost to the ENGINEER, such tests of equipment, machinery,
pipelines, and other components of the CITY's facilities as may be required in
connection with the ENGINEER's services. The CITY will be responsible for all
acts of the CITY's personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses required
by local, state, or federal authorities; and land, easements, rights-of-way, and
access necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and
other consultants as the CITY deems appropriate; and render in writing
decisions required by the CITY in a timely manner in accordance with the
project schedule in Attachment A.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or
timing of the ENGINEER's services or of any defect in the work of the
ENGINEER or construction contractors.
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior role
in the generation, treatment, storage, or disposition of such materials. In
consideration of the associated risks that may give rise to claims by third
parties or employees of City, City hereby releases ENGINEER from any
damage or liability related to the presence of such materials.
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous substances, contaminants, or asbestos is
a result of ENGINEER's negligence or if ENGINEER brings such
hazardous substance, contaminant or asbestos onto the project.
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G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of
Article W.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."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is maintained at
the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required
or requested assistance to support, prepare, document, bring, defend, or
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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assist in litigation undertaken or defended by the CITY. In the event CITY
requests such services of the ENGINEER, this AGREEMENT shall be
amended or a separate agreement will be negotiated between the parties.
K. Changes
The CITY may make or approve changes within the general Scope of Services
in this AGREEMENT. If such changes affect the ENGINEER's cost of or time
required for performance of the services, an equitable adjustment will be made
through an amendment to this AGREEMENT with appropriate CITY approval.
Article VI
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
A. Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon
receipt of a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of
the ENGINEER, whether in hard copy or in electronic form, are instruments of
service for this PROJECT, whether the PROJECT is completed or not.
Reuse, change, or alteration by the CITY or by others acting through or on
behalf of the CITY of any such instruments of service without the written
permission of the ENGINEER will be at the CITY's sole risk. The CITY shall
own the final designs, drawings, specifications and documents.
C. Force Majeure
The ENGINEER is not responsible for damages or delay in performance
caused by acts of God, strikes, lockouts, accidents, or other events beyond the
control of the ENGINEER.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perform
through no fault of the other and does not commence correction of such
nonperformance with 5 days of written notice and diligently complete the
correction thereafter.
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(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Cost of reproduction of partial or complete studies, plans, specifications
or other forms of ENGINEER'S work product;
b.) Out-of-pocket expenses for purchasing storage containers, microfilm,
electronic data files, and other data storage supplies or services;
c.) The time requirements for the ENGINEER'S personnel to document the
work underway at the time the CITY'S termination for convenience so
that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will submit to the
CITY an itemized statement of all termination expenses. The CITY'S approval
will be obtained in writing prior to proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for
the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule,
commitment and cost of the ENGINEER's personnel and subcontractors, and
ENGINEER's compensation will be made.
F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any
loss, cost, or expense claimed by third parties for property damage and
bodily injury, including death, caused solely by the negligence or willful
misconduct of the ENGINEER, its employees, officers, and
subcontractors in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the
CITY (or a person identified above for whom each is liable) is a cause of
such damage or injury, the loss, cost, or expense shall be shared
between the ENGINEER and the CITY in proportion to their relative
degrees of negligence or willful misconduct as determined pursuant to
T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996).
G. Assignment
Neither party shall assign all or any part of this AGREEMENT without the prior
written consent of the other party.
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H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different theories
of recovery, including breach of contract or warranty, tort including negligence,
strict or statutory liability, or any other cause of action, except for willful
misconduct or gross negligence for limitations of liability and sole negligence
for indemnification. Parties mean the CITY and the ENGINEER, and their
officers, employees, agents, and subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT, its
interpretation and performance, and any other claims related to it. The venue
for any litigation related to this AGREEMENT shall be Tarrant County, Texas.
J. Alternate Dispute Resolution
(1) All claims, disputes, and other matters in question between the CITY and
ENGINEER arising out of, or in connection with this Agreement or the
PROJECT, or any breach of any obligation or duty of CITY or ENGINEER
hereunder, will be submitted to mediation. If mediation is unsuccessful, the
claim, dispute or other matter in question shall be submitted to arbitration if
both parties acting reasonably agree that the amount of the dispute is likely to
be less than $50,000, exclusive of attorney's fees, costs and expenses.
Arbitration shall be in accordance with the Construction Industry Arbitration
Rules of the American Arbitration Association or other applicable rules of the
Association then in effect. Any award rendered by the arbitrators less than
$50,000, exclusive of attorney's fees, costs and expenses, will be final,
judgment may be entered thereon in any court having jurisdiction, and will not
be subject to appeal or modification except to the extent permitted by Sections
10 and 11 of the Federal Arbitration Act (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 AGREEMENT
shall be construed as if such invalid, illegal, or unenforceable provision had
never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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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 during the term of this AGREEMENT by governing bodies
having jurisdiction or authority for such enactment. No plea of
misunderstanding- or ignorance thereof shall be considered. ENGINEER
agrees to defend, indemnify and hold harmless CITY and all of its officers,
agents and employees from and against all claims or liability arising out of the
violation of any such order, law, ordinance, or regulation, whether it be by itself
or its employees.
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Article VII
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be
changed by a written amendment executed by both parties. The following attachments and
schedules are hereby made a part of this AGREEMENT:
Attachment A - Scope of Services
Attachment B — Compensation
Attachment C -Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map I
Executed this theday of l , 20 q
ATTEST: CITY FORT WOR H
By. .,
�l Marty Hendrix arc A. O
City Secret��aii''ryy It� Assistant City Manager
'deo'-i I9 APPROVAL RECOMMENDED
Contract Authorization
--- A. Douglas Rademaker, P.E.
Date
Director, Engineering Department
APPR V D AS TO O Prrou LEGALITY
As ' tdnt Ity o ey
�- Teague Nall R Perkins, I11G
ENGINEER
i
ATTEST _ /f
c By. Ai 'A
NAME: Tyra, P 1=
TITLE: Vire President
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
Page 15 of 20 � �J.IS
ATTACHMENT
General Smile Qf Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions
set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental
Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall
have precedence over the General Scope of Services."
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of the City
regarding the scope of project so that the plans and specifications which are to be developed
hereunder by the Engineer will result in providing facilities which are economical in design
and conform to the City's requirements and budgetary constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be necessary
for the design of the proposed street, and storm drain and/or water and wastewater facili-
ties/improvements. It shall be the Engineer's duty hereunder to secure necessary information
from such outside agencies, to meet their requirements.
3) Geotechnical Investigations
The Engineer shall advise the City of test borings, and other subsurface investigations that
may be needed. In the event it is determined necessary to make borings or excavate test
holes or pits, the Engineer shall in coordination with the City and the City's geotechnical
engineering consultant, draw up specifications for such testing program. The cost of the
borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain
any and all agreements and/or permits normally required for a project of this size and type.
The Engineer will be responsible for negotiating and coordinating to obtain approval of the
agency issuing the agreement and/or permits and will make any revisions necessary to bring
the plans into compliance with the requirements of said agency, including but not limited to
highways, railroads, water authorities, Corps of Engineers and other utilities.
5) Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such changes are
required due to changes in the design of the facilities made by the permitting authority. If
such changes are required, the Engineer shall notify the City and an amendment to the
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
Page 16 of 20
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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 utilities, including utilities owned by the City, as to any
proposed utility liens or adjustment to existing utility lines within the project limits. The
information obtained shall be shown on the conceptual plans. The Engineer shall show on the
preliminary and final plans the location of the proposed utility lines, existing utility lines, based
on the information provided by the utility, and any adjustments and/or relocation of the
existing lines within the project limits. The Engineer shall also evaluate the phasing of the
water, wastewater, street and drainage work, and shall submit such evaluation in writing to
the City as part of this phase of the project.
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10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which
include layouts, preliminary right-of-way needs and preliminary estimates of probable
construction costs for the Engineer's recommended plan. For all submittals, the Engineer
shall submit plans and documents for street/storm drain and waterlwastewater facilities. The
Engineer shall receive written approval of the Phase 1 Plans from the City's project manager
before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans and
five (5) copies of the preliminary technical specifications for review by the City and for
submission to utility companies and other agencies for the purposes of coordinating work with
existing and proposed utilities. The preliminary construction plans shall indicate location of
existing/proposed utilities and storm drain lines. The Engineer shall receive written approval
of the Phase 2 plans from the City's project manager before proceeding with Phase 3.
PHASE 3
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 estimates of probable construction costs
for the authorized construction project, which shall include summaries of bid items and
quantities.
15) Plans and Specification Approval
The Engineer shall furnish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal laws
and with applicable rules and regulations promulgated by local, state and national boards,
bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from
the City's project manager before proceeding with Phase 4.
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PHASE 4
16) Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans and
contract specifications. The approved plans and contract specifications shall be used as
authorized by the City for use in obtaining bids, awarding contracts, and constructing the
project.
17) -Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the bidding
documents, and assist the owner in determining the qualifications and acceptability of
prospective constructors, subcontractors, and suppliers. When substitution prior to the award
of contracts is allowed by the bidding documents, the Engineer will advise the owner as to the
acceptability of alternate materials and equipment proposed by the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the construction
of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid tabulation
sheets and provide assistance to the owner in evaluating bids or proposals and in assembling
and awarding contracts for construction, materials, equipment, and services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the project
during its construction and will set control points in the field to allow City survey crews to
stake the project. The setting of line and grade stakes and route inspection of construction
will be performed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction proceeds to
observe and report on the progress and the quality of the executed work.
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23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill test
reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability of the
work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the contractor.
STANDARD ENGINEERING AGREEMENT(REV 10/06/05)
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EXHIBIT"A-1"
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:
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET, 28TH
STREET, and DEWEY AVENUE
CITY PROJECT NO. 00778
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A— PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate 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
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Data Collection
In addition to data obtained from the City, ENGINEER will research and make
efforts to obtain pertinent information to aid in coordination of the proposed
improvements with any planned future improvements that may influence the
project. ENGINEER will also identify and seek to obtain data for existing conditions
that may impact the project including; utilities, City Master plans, CITY drainage
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complaint files, existing applicable drainage studies and property ownership as
available from the Tax Assessor's office.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, to determine plans for any proposed facilities or
adjustment to existing facilities within the project limits. The information obtained
shall be shown on the concept plans. The ENGINEER shall show the location of
the proposed utility lines, existing utility lines and any adjustments and/or relocation
of the existing lines within the project limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and railroads and submit
such forms to the City. City shall be responsible for forwarding the forms to the
affected agencies for execution.
2. Schedule Submittal and Monthly Progress Report
The 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.
3. Additional Tasks Requested by City
Task 1— Surveying Services for Property and Easement Acquisition
As a result of the Lebow Watershed Hydrologic and Hydraulic Analysis, December
2006, T/PW has identified 36 properties for full or partial acquisition to support the
construction of hydraulic improvements for this project, as well as future projects
along the channel. The surveying services described in this task will be performed
for up to 36 individual tracts of land as identified in writing by T/PW. Efforts in this
task will be billed on a monthly basis at a rate of$1,000 per property. This scope
and fee does not include: providing property title insurance against loss from
defects in title to real property, platting, or replatting of any property.
A. Field Work
Based on dimensions provided by T/PW, a field survey will be performed to
collect property boundary information and to stake the limits of the property
(or portion of property)to be acquired.
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B. Exhibit Preparation
A metes and bounds written description and sketch will be prepared by a
Registered Professional Land Surveyor(RPLS) for each tract and delivered
to the City for use as exhibits or attachments to the City's property
acquisition documents.
Task 2—Highway 183(28th Street) Design Coordination with TxDOT
In previous meetings, TxDOT has indicated a willingness to participate financially in
the design of this bridge. The bridge is in the vicinity of an independent paving
project currently under design by TxDOT. This task covers coordination efforts with
TxDOT and the City to assist in negotiating financial participation and developing
design criteria. This task also includes time for up to four meetings with TOOT
and City staff to coordinate design approval. In addition, there is also limited time
included for corrdinating design elements with the TOOT consultant. Submittals to
TxDOT are also included and will occur at the conceptual, preliminary, and final
design phases.
Task 3—Environmental Design/Coordination for USACE 404 Individual Permit
This scope includes the tasks necessary to prepare an application and mitigation
plan for a USACE Individual 404 Permit to offset all work to be performed in the
entire Lebow Channel corridor between its confluence with the Trinity River and
DeRidder Street. This task includes coordination by ENGINEER with
Environmental Consultant, Integrated Environmental Solutions (IES), and the
USACE during the application and review process.
A. Roadway Delineation and Section 404 Permit Assessment
This task is specific to analyzing the impacts associated with proposed
roadway crossing improvements at Dewey, NE 28th, and Brennan streets.
Professional services to delineate all waters of the United States,
including wetlands, within each of the project sites will be provided.
Wetland ecologists will delineate the jurisdictional limits of the streams
and on-channel ponds based on 33 CFR 328.3[e] and delineate the
jurisdictional limits of the wetland based on the 1987 USACE Wetland
Delineation Manual and current Regulatory Guidance Letters. After the
delineation is completed, these waters of the United States will be
digitized for impact calculation and illustration purposes. The proposed
projects will be evaluated for compliance under Nationwide Permit (NWP)
14 — Linear Transportation Crossings. It is anticipated that the projects
would be authorized under NWP 14. Therefore, a brief letter report will be
prepared summarizing the delineation, describing the projects, and
summarizing how the project complies with NWP 14, without notification.
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E. Waters of the United States Delineation and Pre Application Meeting
Professional services will also be provided to delineate all waters of the
United States, including wetlands, within the entire corridor. Wetland
ecologists will delineate the jurisdictional limits of the streams based on
33 CFR 328.3[e] and delineate the jurisdictional limits of any wetlands
based on the 1987 USACE Wetland Delineation Manual and current
Regulatory Guidance Letters. The deliverable for this scope of services is
a brief letter report that summarizes the delineation of the entire site. The
letter report will include:
■ Delineation map of the jurisdictional waters of the United States;
■ Routine Wetland Determination Data Forms completed for all potential
wetlands (including any questionable wetlands);
■ Representative photographs of upland and jurisdictional sites;
■ Descriptions of the site and each jurisdictional area; and
■ A submittal to the USACE requesting a Jurisdictional Determination
for the property and a pre-application meeting.
The submittal to the USACE will include a brief overview of the project,
estimated impacts, and mitigation concepts. The USACE may request a
site visit to review the delineation, specifically areas that are questionable,
prior to providing a Jurisdictional Determination.
C. Section 404 Permit Services and Deliverables
The preliminary hydraulic analysis and grading concept have been
modeled, indicating impacts to waters of the United States that would only
be permitted under an Individual Permit (IP) (i.e., greater than 0.5 acre
impacts). There are two regulated activities associated with this proposed
project that would require the attainment of an individual Section 404
permit. .By definition, discharges of fill material is regulated since "Fill
material is material that is placed into waters of the United States where
the material has the effect of replacing a water with dry land or changing
the bottom elevation of any portion of a water of the United States." This
task is initiated with after the pre-application meeting with the USACE and
other planning meetings with the design team to ensure desired
compensatory mitigation (if any) is incorporated into the site plan. After
initial planning has occurred, an IP to the USACE will be will prepared and
submitted. This process requires that a mitigation plan be prepared
which addresses compensatory mitigation. A stand-alone conceptual
mitigation plan for this submittal will be prepared. The Section 404
mitigation plan will include:
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• Description of the proposed action;
■ Description of the site, including a delineation of the waters of the
United States;
■ Alternatives-analysis to the proposed action that do not impact waters
of the United States;
■ Description of the project's avoidance and minimization efforts;
■ Quantitative and qualitative description of the unavoidable impacts to
the waters of the United States; and
■ Description of the proposed conceptual mitigation (i.e., proposed
earthwork, species and densities of plant materials, success
criteria/performance standards, and monitoring program).
An IP also requires additional background information for the completion
of the permit notification and approval process. Additional services
incorporated into this scope to complete the IP include the following
services:
■ Completing the IP Application (ENG Form 4345);
■ Identifying and submitting to USACE two tiers of adjacent landowners
names and addresses for the Public Notice;
■ Preparing the Public Notice and coordinating with the USACE on
initial comments;
■ Submitting an advanced copy of mitigation plan to five regulatory
agencies (e.g., Texas Commission on Environmental Quality [TCEQ],
Texas Parks and Wildlife Department [TPWD], State Historical
Preservation Officer [SHPO], U.S. Fish and Wildlife Service [USFWS],
and U.S. Environmental Protection Agency [USEPA]);
■ Completing information for the TCEQ 401 Water Quality Certification
(different requirements based on impacts);
■ Coordinating with the five regulatory agencies to receive concurrence
with the proposed project, which may require revising the mitigation
plan;
■ Addressing all public notice comments received and providing USACE
a comment sheet stating how the comments were incorporated into
the design/mitigation plan or why they were dismissed; and
■ Assisting the USACE with drafting the Decision Document and Permit.
After the permit is submitted to the USACE, additional coordination will be
required to finalize the requirements of the permitting process (which
includes assisting the USACE with the Public Notice and Decision
Document and coordination with the other regulatory agencies to receive
concurrence). During the coordination with the USACE or other
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regulatory agencies, these agencies may request additional
studies/reports be prepared (i.e., a cultural resource assessment to
comply with the Texas Antiquities Code). Efforts to conduct any additional
studies or reports such as a cultural- resource survey are not included in
this proposal, because it is uncertain whether the USACE would require
them for this permit.
This task also includes effort for coordinating with the design team and
client to accomplish the desired mitigated environment. This includes
identifying engineering constraints, aesthetic preferences, and USACE
mitigation preferences to be coordinated and designed into the project.
IES will also attend monthly status meetings (up to 12 meetings) and up
to two public hearings.
Task 4— Consultation with Public Artist
The Fort Worth Public Arts Council has included funding for design of public art
improvements as part of this project. The Public Artist, Leticia Huerta, has been
involved in the planning phases of this project and will produce a public art design
to be incorporated into this project. This task includes coordination with City Staff
and the Public Artist regarding how best to incorporate the artist's design into the
Project. The task involves two distinct components as follows:
A. Collaboration Workshops
This project component involves up to two (2) four-hour workshop type
meetings with the Public Artist, the Public Arts Council, the ENGINEER,
Landscape Architects, T/PW, and others to discuss the artistic theme for the
watershed area. These meetings will occur during the conceptual phase of
the project with the intent of providing the Public Artist with input and
direction for the work she is providing under a separate and independent
contract.
B. Artistic Design Incorporation
It is anticipated and assumed that once the workshop phase is complete,
the Public Artist will prepare independent designs and specifications for
artwork to be constructed in conjunction with this project. The scope of this
project component includes ENGINEER'S efforts to incorporate completed
(final) design and specifications (prepared by others) into the contract
documents for this project. Minor formatting is assumed and will be a part
of this task. If the ENGINEER is required to perform design services or
revisions a contract amendment will be required.
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Task 5—Coordination and Planning-with City Staff
This task provides for consultation (up to 80 hours engineering/20 hours technical
resources) with City Staff and/or residents and business owners relative to
conceptual planning within the boundary of the entire Lebow watershed area.
Meetings and consultation may include items such as park and community facilities
planning, trail system planning, pedestrian crossing locations, cost projections, etc.
Consultant may also participate in discussions with City Staff and City Council
relative to long term project phasing. In addition, this task also provides for the
preparation of specialized exhibits relative to meetings and planning as identified
above as well as developing alternatives and cost projections as needed. The
following sub-tasks further define the scope of work involved in this task:
A. Continued refinement of the overall concept for improvements within the
Lower Lebow Channel project area, as necessary in order to establish
proper limits for property/easement acquisition;
B. Meetings with affected residential and business property owners, as
requested by the City, for the purpose of evaluating possible alternatives to
the concept plan in order to minimize the impact to their properties;
C. Assisting the City, as requested, in order to facilitate their negotiations with
the property owners of a site upstream of Long Avenue regarding an
agreement that would allow the construction of a regional detention facility;
D. Continued efforts, as requested by the City, to assist in special public
meetings with key project stakeholders in the community; and
E. Preparation of exhibits, cost projections, design alternatives, etc. relative to
this task.
Task 6—Coordination and Planning with T/PW for removal of Vera Cruz low
water crossings
This task includes design assistance for the removal of pavement and placement of
vegetative cover at the two low-water crossings on Vera Cruz Drive, west of
Schwartz Avenue.
PART B-CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
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i. 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 following information:
All plans, field notes, plats, maps, legal descriptions, or other specified
documents prepared in conjunction with the requested services shall be
provided in a digital format compatible with the electronic data collection
and computer aided design and drafting software currently in use by the
Department of Engineering. All text data such as plan and profile, legal
descriptions, coordinate files, cut sheets, etc., shall be provided in the
American Standard Code for Information Interchange (ASCII) format, and
all drawing files shall be provided in Autocad (DWG or DXF) format
(currently Release 12), or as otherwise approved in writing by the CITY, and
all data collected and generated during the course of the project shall
become the property of the CITY.
The minimum survey information to be provided on the plans shall include
the following:
1. A Project Control Sheet, showing ALL Control Points, used or set
while gathering data. Generally on a scale of not less than 1:400:
2. The following information about each Control Point;
a. Identified (Existing. City Monument #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.
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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 and PersonnelNehicle Identification
a. Prior to conducting design survey, ENGINEER will notify
affected residents of the project in writing. The notification
letter shall be on company letterhead and shall include the
following: project name limits DOE project No., Consultant's
Project Manager and phone no., scope of survey work and
design survey schedule. The letter will be reviewed and
approved by the City prior to distribution.
b. When conducting site visits to the project location, the
ENGINEER or any of its sub-consultants shall carry readily
visible information identifying the name of the company and
the company representative. All company vehicles shall also
be readily identifiable.
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
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
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existing system as deemed reasonable and consistent with City
standards.
iv. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 60 days after Notice
to Proceed Letter is issued.
b. The ENGINEER shall furnish four (4) copies of the Phase 1
concept engineering plans which include layouts, preliminary
right-of-way needs and cost estimates for the ENGINEER's
recommended plan. The ENGINEER shall also evaluate the
phasing of the water, sanitary sewer, street and drainage work,
and shall submit such evaluation in writing to the City as a part
of the concept phase of the project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as
follows:
a. Drainage area maps with drainage calculations and hydraulic
computations. Information shown on the plans will be consistent with Part
A, Paragraph 1.b. for proposed condition.
b. Preliminary project plans and profile sheets which will show the following
and shall be on 22"x 34" sheets:
Property Ownership
Curb Lines
Driveways
Medians(if applicable)
Sidewalks
Existing and proposed water and sanitary sewer mains.
C. Proposed roadway profile grades and elevations along each curb line;
elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve
information; and pertinent AASHTO calculations. Profiles for existing curbs
(if any) and existing ground at the left and right-of-way lines shall be shown.
Existing found property corners (e.g. Iron pins) , along the existing right-of-
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way shall be shown on the plans. Profiles for existing and proposed storm
drain mains--and leads shall be provided.
d. Existing utilities and utility easements will be shown on the roadway plan
and profile sheets. ENGINEER will coordinate with utility companies and
the City of Fort Worth to ascertain what, if any, future improvements are
planned that may impact the project.
e. Preliminary roadway cross-sections will be developed, from the survey
notes, at intervals not-to-exceed 50 foot along the project length and will
extend 10' past the right of way line on both sides of the street. Additional
cross-sections at important features including driveways, p.i.'s of
intersecting streets, (minimum distance of 100' along cross-street at each
P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline
of driveways will also be provided where necessary. Scale will be 1" = 10'
horizontal and 1" = 2'vertical.
f. Street and intersection layouts.
g. Proposed plan/profile sheets will conform to City of Fort Worth construction
legend. Adequate horizontal and vertical control shall be provided on the
plan sheets to locate all proposed and existing facilities. Legal descriptions
(Lot Nos., Block Nos., and Addition Names) along with property ownership
shall be provided on the plan view.
h. Furnish as a function of final plans, six (6) copies of the final cross-sections
on 22" x 34" sheets. Information on these sheets will include centerline
station, profile grades and centerline elevations, roadway section (existing
and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" =
2' 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 shall be maintained. Excavation and embankment volumes and end
area computations shall also be provided.
I. Right-of-Way Research
The ENGINEER will conduct preliminary research for availability of existing
easements where open-cut construction or relocation of existing alignments
is probable. Temporary and permanent easements will be appropriated
based on available information and recommendations will be made for
approval by the City.
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j. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry will-
be
illbe in conformance with "Submittal of Information to Real Property Division
for Acquisition of Property".
k. Utility Clearance Phase
The ENGINEER will consult with the City's Transportation and
PublicWorks Department, Water Department, Department of Engineering,
and other CITY departments, public utilities, private utilities, private
utilities and government agencies to determine the approximate location
of above and underground utilities, and other facilities that have an impact
or influence on the project. ENGINEER will design City facilities to avoid
or minimize conflicts with existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of approved preliminary
construction plans to the City's Utility Coordinator for forwarding to all utility
companies,which have facilities within the limits of the project.
I. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be submitted
to CITY 60 days after approval of Part B, Paragraph iv.
ii. The ENGINEER shall deliver two (2) sets of preliminary construction
plans and two (2) specifications to CITY for review. Generally, plan
sheets shall be organized as follows:
Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. Preliminary estimate shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer
shall assist City in selecting the feasible and or economical
solutions to be pursued.
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M. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review comments for
preliminary submittal. The CITY shall direct the ENGINEER in writing to
proceed with Final Design for Final Review.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City,
the ENGINEER shall prepare project exhibits, provide the CITY with the
database listing the names and addresses of all residents and business to
be affected by the proposed project, and attend public meeting to help
explain the proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
o. Storm Water Pollution Prevention Plan
ENGINEER will prepare the Storm Water Pollution Prevention Plan
(SWPPP) required for the project for use by the Contractor during
construction. ENGINEER will prepare drawings and details for proposed
SWPPP improvements that the Contractor must use during construction.
Contractor shall be responsible for filing the SWPPP with appropriate
regulatory agencies.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 75 days after
approval of Part B, Paragraph 2 (b).
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY(each plan sheet shall be stamped, dated, and signed by
the ENGINEER registered in State of Texas) and submit two (2) sets of plans
and construction contract documents within 15 days of CITY's final approval.
Plan sets shall be used for Part C activities.
b. ENGINEER's Estimate of Probable Construction Cost
EAI-13
Rev 11/02/05
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
C. Mylar Submittals
The ENGINEER shall submit a final set of mylar drawings for record
storage as follows:
1. Street and storm drain plans shall be submitted as one set
of plans. Street and storm drain plans shall be separate
from water and sanitary sewer plans. All sheets shall be
standard size (22" x 34")with all project numbers(TPW and
water/sanitary sewer) prominently displayed.
2. For projects where water/sanitary sewer improvements
occur on a TPW Department funded project with no Water
funding involved, a separate set of mylars with cover sheet
shall be submitted for Water Department.
3. Signed plans sets shall also be submitted as an Adobe
Acrobat PDF format (version 6.0 or higher) file. There
shall be one (1) PDF file for the TPW plan set and a
separate PDF file for the Water plan set. Each PDF file shall
contain all associated sheets of the particular plan set.
Singular PDF files for each sheet of a plan set will not
be accepted. PDF files shall conform to naming
conventions as follows:
I. TPW file name example — "W-1956—org47.pdf"
where "W-1956" is the assigned file number
obtained from the City of Fort Worth, "—org"
designating the file is of an original plan set, "47"
shall be the total number of sheets in this file.
Example: W 0053_org3.pdf and K-0320—org5.pdf
II. Water and Sewer file name example — "X-
35667—org36.pdf' where "X-35667" is the assigned
file number obtained from the City of Fort Worth,
"—org" designating the file is of an original plan set,
1136" shall be the total number of sheets in this file.
EAI-14
Rev 11/02/05
Example: X-12755_org18.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. Floppy disks,
zip disks e-mail flash media will not be accepted.
4. For information on the proper manner to submit PDF files
and to obtain a file number for the project, contact the
Department of Engineering Vault at telephone number (817)
392-8426. File numbers will not be issued to a project
unless the DOE number and proper fund codes have been
assigned and are in the Department of Engineering
database.
PART C -PRE-CONSTRUCTION ASSISTANCE
Administration
a. Bid Documents Submittal
The ENGINEER will make available for bidding, upon request by
the CITY, up to fifty (50) sets of the final approved and dated plans
and specifications and contract documents for the projects to the
CITY for distribution to potential bidders. Proposal will be provided
in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including
preparation and delivery of any additional addenda prior to bid
opening to plan holders and respond to questions submitted to DOE
by prospective bidders. Engineer shall attend the scheduled pre-bid
conference.
The ENGINEER shall assist in reviewing the bids for completeness
and accuracy. The ENGINEER shall attend the project bid opening,
develop bid tabulations in hard copy and electronic format and
return four (4) copies of the bid tabulation, along with the contract
documents to the City within three (3) working days after bid
openings.
EAI-15
Rev 11/02/05
C. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the
project. The ENGINEER shall also consult with and advise the CITY
on design and/or construction changes, if necessary.
PART D—CONSTRUCTION STAKING—NOT INCLUDED IN THIS CONTRACT
EAI-16
Rev 11/02/05
ATTACHMENT "B"
COMPENSATION AND PAYMENT SCHEDULE
Engineering Design Services Associated With
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET,
28TH STREET; DEWEY AVENUE
CITY PROJECT NO. 00778
1. Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $361,072.00 as
summarized in Exhibit "B-3". Payment of the total lump sum fee shall be
considered full compensation for the services described in Attachment "A" and
Exhibit "A-1" for all labor materials, supplies, and equipment necessary to
complete the project. All permitting, application, and similar project fees will be
paid directly by the City.
B. The Engineer shall be paid monthly as described in Exhibit "B-1", Section I —
Method of Payment.
C. Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer.
II. Schedule (Working Days)
Final Plans and Contract Documents for bid advertisement shall be submitted
within 280 days after the "Notice to Proceed" letter is issued based on the
following schedule (all days are working days). Key project phases are shown
below; refer to Attachment D for complete schedule.
A. Design/Topographic Survey— 30 days
B. Conceptual Engineering Plans (30% Design) —60 days
C. CITY Conceptual Plan review— 10 days
D. Preliminary Engineering Plans & Contract Documents — 60 days
E. CITY Preliminary Engineering Plan review— 10 days
F. Final Engineering Plans & Contract Documents—76 days (upon receipt of
Preliminary Engineering Plan review)
G. CITY Final Engineering Plan review— 10 days
H. Final Plans and Contract Documents for Bid Advertisement— 10 days (upon
receipt of Final Engineering Plan review)
B-1
EXHIBIT "13-1"
(SUPPLEMENT TO ATTACHMENT B)
METHOD OF PAYMENT
Engineering Design Services Associated With
LEBOW CHANNEL CROSSING REPLACEMENT: BRENNAN STREET, 28TH
STREET; DEWEY AVENUE
CITY PROJECT NO. 00778
I. Method of Payment
The ENGINEER shall be paid monthly upon receipt of an invoice on the basis of
statements prepared from the books and records of account of the ENGINEER, based
on the ENGINEERS' estimate of the percentage of completion of the project, such
statements to be verified as to accuracy and compliance of the project, such statements
to be verified as to accuracy and compliance with the terms of this contract by an officer
of the ENGINEER. Payment according to statements will be subject to certification by
the Director of the Department of Engineering or his authorized representative that such
work has been performed.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until satisfactory completion of Exhibit "A-1", Conceptual Engineering Plan
submittal, a sum not to exceed 30 percent of the total lump sum fee.
Until satisfactory completion of Exhibit "A-1", Preliminary Construction Plan
submittal, a sum not to exceed 60 percent of the total lump sum fee.
Until satisfactory completion of Exhibit "A-1", Final Construction Plan submittal, a
sum not to exceed 90 percent of the total lump sum fee.
The balance of fees, less previous payments, shall be payable after all of the pre-
construction meetings for the Project have been conducted.
II. Progress Reports
A. The ENGINEER shall submit to the designated representative of the Director of
the Department of Engineering quarterly progress reports covering all phases of
design in the format required by the City.
B. If the ENGINEER determines in the course of making design drawings and
specifications that the opinion of probable construction cost of $2,493,000.00 (as
estimated in Exhibit B-4) will be exceeded, whether by change in the scope of the
project, increased cost or other conditions, the ENGINEER shall immediately
report such fact to the City's Director of the Department of Engineering and, if so
instructed by the Director of the Department of Engineering shall suspend all
work hereunder.
B1-1
EXHIBIT "B-2"
HOURLY AND REIMBURSABLE RATE SCHEDULE
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET,28TH STREET;
DEWEY AVENUE
CITY PROJECT NO.00778
Engineering/Technical From To
Principal $150 - $220 Per Hour
Project Manager $115 - $150 Per Hour
Senior Engineer $90 - $160 Per Hour
Engineer $80 - $120 Per Hour
Landscape Architect/Planner $90 - $150 Per Hour
Designer $85 - $110 Per Hour
Senior Designer $100 - $130 Per Hour
CAD Technician $60 - $85 Per Hour
Senior CAD Technician $75 - $100 Per Hour
IT Consultant $120 - $140 Per Hour
IT Technician $70 - $100 Per Hour
Clerical $50 - $70 Per Hour
Resident Project Representative $70 - $90 Per Hour
Surveying
Survey Office Manager $145 - $155
$100 - $130
R.P.L.S.
S.I.T. $70 - $90
Senior Survey Technician $70 - $90
Junior Survey Technician $60 - $75
2-Person Field Crew w/Equipment $100
3-Person Field Crew w/Equipment $110
4-Person Field Crew w/Equipment $135
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
Direct Cost Reimbursables
Photocopies $0.10/page letter and legal size bond paper, B&W
$0.20/page 11"x 17" size bond paper, B&W
$2.00/page 22" x 34" and larger bond paper or vellum, B&W
Plots $1.00/page 11" x 17" size bond paper, B&W
$2.00/page 11" x 17" size bond paper, color
$4.00/page 22"x34" and larger bond paper or vellum, B&W
$6.00/page 22"x34" and larger bond paper or vellum, color
$6.00/page 22"x34" and larger mylar or acetate, B&W
Mileage $0.48/mile
All Subcontracted and outsourced services billed at rates comparable to TNP's billing rates shown above.
Rates shown are for calendar year 2007 and are subject to change in subsequent years.
11:"
132-1
��� �,•;, iG II__U n`1
.. i .�.✓ti a
-EXHIBIT '
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL PROJECT FEES
Engineering Design Services Associated with
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET, 28TH
STREET; DEWEY_AVENUE (CITY PROJECT NO. 00778)
Consulting Firm Prime Responsibility Amount Percent
Prime Consultant:
Teague Nall and Perkins, Inc. Engineering & Proj. Mgmt. $ 267,193 74.0%
M/WBE Consultants:
Integrated Environmental Solutions Environmental Consulting $ 52,535 14.5%
GM Enterprises Geotechnical Services $ 5,000 1.4%
Alpha Graphics Printing / Reproduction $ 9,844 2.7%
Gorrondona&Associates, Inc. Surveying Services $ 26,500 7.3%
M/WBE SubTotal $ 93,879 26.0%
Total for Professional Services $ 361,072 100.0%
Note: Non-M/WBE Consultants— None.
Project Description Scope of Services Total Fee M/WBE Fee Percent
Engineering Services T/PW $ 361,072 $ 93,879 26.0%
B3A-1
EXHIBIT"13-36"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE SUMMARY
Engineering Design Services Associated with
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET, 28TH
STREET; DEWEY AVENUE (CITY PROJECT NO. 00778)
BASIC ENGINEERING DESIGN FEE:
(Construction Cost X TSPE Curve"A"X 85%)
T/PW Design: $2,493,000.00 X 6.8% X 85.0% _ $ 143,036.00
ADDITIONAL SERVICES:
Surveying Services (by Sub Consultant, Refer to Exhibit 13-3C) = $ 62,500.00
- Public Meetings (4 meetings with Residents & City Staff) = $ 2,000.00
- Design Meetings with City Staff(6 meetings) = $ 4,500.00
- Monthly Reports/Coordination with City PM = $ 4,000.00
- Geotechnical Report/Pavement Design (by Sub Consultant) = $ 15,000.00
- Coordination with TxDOT (28th Street Design) (RE: B-3D-1) = $ 10,200.00
- Environmental USACE 404 IP (by Sub Consultant) = $ 52,535.00
- Coordination w/ Environmental Sub Consultant(RE: B-3D-1) = $ 6,000.00
- Design Coordination with Public Artist(RE: B-3D-1) = $ 5,800.00
- Coordination and.Planning with City Staff(RE: B-3D-1) = $ 15,000.00
- Design Assistance-Vera Cruz Low Water Crossing = $ 3,000.00
- Storm Water Pollution Prevention Plan = $ 5,000.00
- Administrative Fee (10%) on M/WBE Firms = $ 9,388.00
Printing / Reproduction (partially by Sub Consultant) = $ 17,623.00
Pre-Construction Assistance = $ 5,490.00
Additional Services Total: $218,036.00
B3B-1
EXHIBIT"B-3B"
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
Engineering Design Services Associated with
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET, 2-8TH
STREET; DEWEY AVENUE (CITY PROJECT NO.-00778)
A. SUMMARY OF TOTAL FEE
Service Description Total
Basic Engineering $ 143,036.00
Services
Additional Engineering $ 155,536.00
Services
Engineering Subtotal $ 298,572.00
Surveying Services $ 62,500.00
Project Total $ 361,072.00
B. BREAKDOWN OF ENGINEERING FEES (LESS SURVEY FEES)
1. Total T/PW Fee(less survey fee) Breakdown by Conceptual Preliminary&Final Desi n
a. Conceptual (30%) _ (Engineering Subtotal)X (0.3) _ $ 89,571.00
b. Preliminary (60%) _ (Engineering Subtotal) X (0.6) _ $ 179,144.00
c. Final (10%) _ (Engineering Subtotal)X (0.1) _ $ 29,857.00
$298,572.00
1336-2
EXHIBIT"B-3C"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated with
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET, 28TH
STREET; DEWEY AVENUE (CITY PROJECT NO. 00778)
Surveying Services:
Survey for Property and Esmt Acquisition = $ 36,000.00
(Property&Easement Acquisition will be billed on a per lot basis @$1 000/10t)
(Only properties actually surveyed for acquisition will be billed)
Bridge Design Survey = $ 23,500.00
Subsurface Utility Investigation = $ 3, 00.00
Survey Total $ 62,5600.00
T/PW Subtotal $ 62,500.00
B3C-1
EXHIBIT"13-313"
(SUPPLEMENT TO ATTACHMENT B)
ADDITIONAL SERVICES
Engineering Design Services Associated with
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET, 28TH
STREET; DEWEY AVENUE (CITY PROJECT NO. 00778)
Additional Services:
- Public Meetings (4 meetings with Residents & City Staff) _ $ 2,000.00
- Design Meetings with City Staff(6 meetings) _ $ 4,500.00
- Monthly Reports/Coordination with City PM = $ 4,000.00
- Geotechnical Report/Pavement Design (by Sub Consultant) _ $ 15,000.00
- Coordination with TxDOT (28th Street Design) (RE: B-3D-1) = $ 520,5035.00
0-00
- Environmental USACE 404 IP (by Sub Consultant) _ $
- Coordination w/ Environmental Sub Consultant (RE: B-3D-1) _ $ 6,000.00
- Design Coordination with Public Artist (RE: B-3D-1) _ $ 5,800.00
- Coordination and Planning with City Staff(RE: B-3D-1) _ $ 15,000.00
- Design Assistance -Vera Cruz Low Water Crossing = $ 3,000.00
- Storm Water Pollution Prevention Plan = $ 5,000.00
-Administrative Fee (10%) on M/WBE Firms = $ 9,388.00
Additional Services Total $ 132,423.00
63D-1
�
Cit of Fort Worth - Lebow Channel Roadwa �rossin Re lacement Exhibit B-3D-1
e
Task 2— Highway 183 (28th Street) Design Coord. with TxDOT
Coordination Meetings 4 meetin s 24
Design Plan Coordination with TxDOT Consultant 50
Plan Pre and Deliver to TxDOT 30
Total $ 10,200
Task 3- Environmental Design/Coordination for USACE 404 IP
Coordination with IES for Roadway/Channel Delineation $
Pre Application Meeting with City and Review 12
Review Permit Prior To Submittal/Meet with City 16
Mitigation Coordination and Meetings with Ci /Pro e Owners 14
Total $ 6,000
Task 4-Consultation with Public Artist
Task 4A Collaboration Workshops (2 Cad 4hrs eachl 2
Q Meeting2
Pre aration 22
o Meeting
2
o Documentation 11
Task 4B- Incor orate Artistic Design (by Others
Total $ 5,800
Task 5—Coordination and Planning with City Staff
Task 5A Continued refinement of the overall concept 16
Task 5B Meetings with the affected residential and business property owners 32
Task 5C Assisting the City with a regional detention facility at Long Avenue 16
Task 5D-Assisting inspecial public and/or private meetings with key ro'ect stakeholders 16
Task 5E- Preparation of exhibits cost projections, design alternatives etc. 28
Total $ 15,000
Project Total Cost $ 37,000
EXHIBIT"B-3E"
(SUPPLEMENT TO ATTACHMENT B)
PRINTING /REPRODUCTION
Engineering Design Services Associated with
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET, 28TH
STREET DEWEY AVENUE (CITY PROJECT NO. 00778)
Printing/Reproduction Costs:
*Description No.Sets **Sheets/Set Cost/Sheet Total Cost
Concept Plans 4 48 $ 2.00 $ 384.00
Preliminary Plans 2 72 $ 2.00 $ 288.00
Utility Plans (Full Size) 14 72 $ 2.00 $ 2,016.00
Final Plans 2 72 $ 2.00 $ 288.00
Bid Plans 50 72 $ 2.00 $ 7,200.00
Mylar Plans 1 72 $ 10.00 $ 720.00
Half Size Plans 10 72 $ 1.00 $ 720.00
TxDOT Plan Submittals 12 72 $ 1.00 $ 864.00
Mounted Exhibits 2 20 $ 20.00 $ 800.00
Specs Preliminary Plans 2 450 $ 0.15 $ 135.00
Specs Final Plans 2 450 $ 0.15 $ 135.00
Specs Bid Sets 50 450 $ 0.15 $ 3,375.00
Photocopies 200 1 $ 0.10 $ 20.00
Bind in /Punching/Delivery 1 1 $678.00 $ 678.00
Total Printing/Reproduction $ 17,623.00
Note: Additional or interim check sets requested by the City shall be provided according to the
Std. Rate Schedule (Exhibit B-2).
* Plans are generally 1:20. In some cases the consultant may choose to use a different scale
as the plans, sections, details, and/or sheet sizes warrant.
**The number of sheets per set includes TxDOT and City detail sheets as required.
133E-1
EXHIBIT "B-317"
(SUPPLEMENT TO ATTACHMENT B)
PRE-CONSTRUCTION ASSISTANCE
Engineering Design Services Associated with
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN-STREET, 28TH
STREET; DEWEY AVENUE (CITY PROJECT NO. 00778)
Construction Assistance Fees
Pre-Bid Meeting = $ 1,550.00
Attend Bid Opening = $ 560.00
Tabulate Bids (by City) _ $ -
Recommend Contract Award (by City) _ $ -
Attend Pre-Construction Meeting = $ 1,000.00
Periodic Site Visits with Brief Report = $ 1,380.00
Prepare Record Drawings (by City) _ $ -
Final Walk Through = $ 1,000.00
Construction Assistance Total $ 5,490.00
B3F-1
:Jo't� �LuBe
TEAGUE NALL AND PERKINS Exhibit B-4
CONSULTING ENGINEERS
OPINION OF PROBABLE CONSTRUCTION COST
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET,28TH STREET; DEWEY-AVENUE
(CITY PROJECT NO.00778)
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: March 8,2007
DEWEY AVENUE CROSSING IMPROVEMENTS
UNIT
ITEM DESCRIPTION OF ITEMS QUANTITY UNIT COST TOTAL
NO.
1 Pro'ect Desi nation Si n 2 EA $300.00 $600.00
2 Remove Existinq Pavement/Pre are ROW 170 LF $25.00 $4,250.00
3 Remove Existing Concrete Bridge Structure 1 LS $20,0nn 600 .00 $ ,000.00
4 8"Lime Stabilized Sub rade O $$66.50 $$33,900.00
14
5 Lime Stabilization(47 LB/SY) 14 TON $125.00 $1,762.50
600 $35.00 $21,000.00
6 7"Concrete Pavement SY
7 6"HMAC Transition Pavement 70 SY $50.00 $3,500.00
8 4'Concrete Sidewalk 1,300 SF $7.50 $9,750.00
$3,000.00
9 Sidewalk Rams 3 EA $1,000.00
250 SF $11.25 $2,812.50
10 Concrete Driveway
11 em ora Pavin /Stri in /Detour 700 $15,400.00
SY $22.00
T
12 Utili Ad'ustments 1 $7,000.00 $7,000.00
LS
13 Unclassified Channel Excavation 900 CY 8.00 $16,200.00
$1
14 Double 20'x10'Arch S an 50 LF $4,800.00 $240,000.00
15 Arch Span Foundation 40 __Cy__ $800.00 $32,000.00
16 Concrete Headwall/Wingwall 80 CY $800.00 $64,000.00
17 Upstream/Downstream Channel Concrete Ri Ra 150 CY $375.00 $56,250.00
2 EA $3,750.00 $7,500.00
18 10'Curb Inlets 50 LF $75.00 $3,750.00
19 21"RCP 180 LF $135.00 $24,300.00
20 Architectural Bridge Railing
Basis for Cost Projection: Sub-Total Construction Cost $536,975
0 No Design Completed +/-10% $54,025
❑ Preliminary Design
Total Construction Cost $591,000.00
E] Final Design
B4-1
TEAGUE NALL AND PERKINS Exhibit B=4
CONSULTING ENGINEERS
OPINION OF PROBABLE CONSTRUCTION COST
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET,28TH STREET;DEWEY AVENUE
(CITY PROJECT NO.00778)
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: March 8,2007
28TH STREET CROSSING IMPROVEMENTS
UNIT
ITEM DESCRIPTION OF ITEMS QUANTITY UNIT COST TOTAL
NO.
1 Project Desi nation Sin 2 EA $300.00 $600.00
2 Remove Existin 1 $9,000.00
Pavement/Pre are ROW 1LF $75.00
3 Remove Existing Concrete Bridge Structure 1 LS $40,0 $ ,000.00
$6.50 $7.00 $7,150.00
4 8"Lime Stabilized Subgrade 1,100 SY $6
5 Lime Stabilization(47 LB/SY) 26 TON $125.00 $3,231.25
6 12"Concrete Pavement11000 SY $70.00 $70,000.00
7 12"HMAC Transition Pavement 120 SY $75.00 $9,000.00
1,280 SF $7.50 $9,600.00
8 4'Concrete Sidewalk
9 Sidewalk Ramps 2 EA $1,000.00 $2,000.00
10 Temporary Paving/Stri ing/Detour/Constr.Phasing( erTxDOT) 3-Phases) 3142000 SY 22.00
LF $$40.00 $16,800.00
11 Remove and Reconstruct Median
12 28th/Decatur Tem ora Si nalization 1 LS $7,000.00 $7,000.00
13 28th/Decatur Permanent Sicinalization Re-Installation 1 LS $8,000.00 $8,000.00
14 Utility Adjustments
1 LS $7,000.00 $7,000.00
15 Unclassified Channel Excavation 1,000 CY $18.00 $18,000.00
16 10'x10'Direct Drive Concrete 90 LF $4,
$8
Box Culvert(5 Barrel) 00.00 $440,000.00
17 Concrete Headwall/Wingwall 90 CY $800.00 $72,000.00
18 Upstream/Downstream Channel Concrete RipRap 170 CY $375.00 $63,750.00
19 Architectural Bridge Railing 175 LF $135.00 $23,625.00
20 10'Curb Inlets 2 EA $3,750.00 $7,500.00
21 21"Class III RCP(Replace Existing 3 2 25'each) 75 LF $75.00 $5,625.00
22 36"Class III RCP(Reconnect Existing 3 @ 10'each) 30 LF $120.00 $3,600.00
23 Relocate Storm Water Monitor 1 LS $7,500.00 $7,500.00
24 Reconstruct Manhole/Concrete Encased Sewer Line Crossing 1 LS $12,000.00 $12,000.00
25 6-foot Chain Link Fencing 200 LF $45.00 $9,000.00
26 12'Retaining Walls 65 CY $800.00 $52,000.00
27 8'Retaining Walls 48 CY $800.00 $38,400.00
28 Traffic Rail for Retaining Walls 200 LF $125.00 $25,000.00
Basis for Cost Projection: Sub-Total Construction Cost $1,042,181
Q No Design compieted Contingency: +/-10% $104,819
❑ Preliminary Design
❑ Final Design Total Construction Cost $1,147,000.00
B4-2
TEAGUE NALL AND PERKINS Exhibit B-4
CONSULTING ENGINEERS
OPINION OF PROBABLE CONSTRUCTION COST
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET,28TH STREET; DEWEY AVENUE
(CITY PROJECT NO.00778)
(FEE PROPOSAL)
OWNER: CITY OF FORT WORTH
DATE: March 8,2007
BRENNAN STREET CROSSING IMPROVEMENTS
UNIT
ITEM DESCRIPTION OF ITEMS QUANTITY UNIT COST TOTAL
NO.
1 Pro ect Desi nation Sin 2 EA $300.00 $600.00
2 Remove Existina Pavement/Prepare ROW 300 LF $25.00 $7,500.00
3 Remove Existing Concrete Bridge Structure 1 LS $25,000.00 $25,000.00
4 8"Lime Stabilized 5ubgrade 1,300 SY $6.50 $8,450.00
5 Lime Stabilization(47 LB/SY) 31 TON $125.00 $3,818.75
6 7"Concrete Pavement 1,300 SY $35.00 $45,500.00
7 6"HMAC Transition Pavement 250 SY $50.00 $12,500.00
8 4'Concrete Sidewalk 2,000 SF $6.00 $12,000.00
9 Sidewalk Rams 2 EA $1,000.00 $2,000.00
300 SF $11.25 $3,375.00
10 Concrete Driveway
950 $22.00 $ ,900.00
11 Tem ora Pavin]/Striping/Detour S $7
L ,
12 UtilityAdjustments 1 LS $7,$18.00 $7.00 $30,6600.00
00.00
13 Unclassified Channel Excavation 1,700 CY $18
14 10'x10'Skewed Concrete Box Culvert(6 Barrel) 70 LF $4,800.00 $336,000.00
Concrete Headwall�ngwall 7
90 CY $800.00 $$7,000.00
15 2 EA $3,750.00 $ ,500.00
16 10'Curb Inlets
17 21"Class III RCP 75 LF $75.00 $5,625.00
18 Upstream/Downstream Channel Concrete RipRap 150 CY $375.00 $56,250.00
19 Architectural Bridge Railing 220 LF $135.00 $29,700.00
Basis for Cost Projection: Sub-Total Construction Cost $686,319
Q No Design Completed Contingency: +/-10% $68,681
❑ Preliminary Design
❑ Final Design Total Construction Cost $755,000.00
B4-3
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO ATTACHMENT A
Engineering Design Services Associated With
Paving and Drainage Construction
Engineering Design Services Associated With
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: BRENNAN STREET,
28TH STREET, AND DEWEY AVENUE
CITY PROJECT NO. 00778
NONE.
C-1
Teague Nall and Perkins,Inc.
CITY OF FORT WORTH ATTACHMENT D
LEBOW CHANNEL ROADWAY CROSSING REPLACEMENT: Project$CIIeCIU�E' �VIIOCICI119 Days)
BRENNAN STREET,28TH STREET,AND DEWEY AVENUE
CITY PROJECT NO.00778 2009
+ 2007 2008
ID Task Name Duration i Start Finish Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3
1 ENGINEERING 280 days Mon 5114107 Fri 616108
_. ....
............
I
9
2 Notice to Proceed/Kick Off Meetin 0 da s' Mon 5/14/07 on 5/14/07
Y
3 Design/Topographic Surveys 30 days Mon 5/14/07 Fn 6/22/07 a
---- 60 da s Mon 6125/07 Fn 9/14/07
4 Conceptual Design(30%)Plans Y
F
s Mon
6/25/07 Fri 8/3107
30 da
5 Geotechnical Report Y „rl
P .. g ( ) -
g Conce i Desi n 30% Submittal 0 days Fri 9/14107 Fri 9/14/07 ,9114
7 City Review 10 days Mon 9/17107 Fn 9/28/07 _
. j
60 da s Mon 10/1/07 Fri 12/21/07 1
M
Preliminary Design(60%)Plans Y
1
..y e
12121 i
Preliminary Design(60%)Submittal 0 days; Fri 12/21/07 Fri 12/21/07
..........................._................................................._............................. ..... .. Fri 12/21/07 12121
Neighborhood Meeting y I
_........._.......................................................O daYs.._..._._..Fn 12/21/07 ........................................................... 12121
Fri
. ................
Submit Plans for Utility Coordination 0 da s I F Fri 12/21/07
................................ .. .. .....
- - 120 da s Mon 12/24/07 Fn 6/6/08
Utility Clearance Phase y
10 daysI Mon 12/24/07City Review Final Design(90%)Plans 75 days Mon 1/7/08 Fn 4118/08
15 Final Design(90%)Submittal 10 da s.e............Mon 4/21/08 Fri 5/2/08 hl 8
_..� O..da...S._i...............Fn 4/18/08...:...._...........Fn 4/18/08...
y
16 City Review
o........... 10 da s Mon 5/5/08! Fn 5/16/08
17 Final PS&E 100/o y
( )
18 Circulate Cover Sheet for Signature 6 days Mon 5/19/08 Mon 5/26108
Y .................................._...........
- - 290 da s� Mon 619108. Fri 7117109
19 CONSTRUCTION
_ --
_ �
20 Pro'ect Advertisement Period 30 days, Mon 6/9/08
—- 0 days Fri 7/18108 Fri 7/18/08 7 8
21 Open Bids
" ""' c 30 da s i Mon 7/21108 Fn 8/29/08
22 M&C Circulation Process Y = 9
23 Council Award of Contract y Fn 8/29/08 i
0 da s' Fri 8/29/08
10 da ; Mon 9/1/08 Fn 9/12/081
24 Contract Executiys
9112
on
............................................
25 Pre-Construction Meeting 0 days Fri 9/12/08 Fri 9/12/08
.............._..................................._..................................................................................
0 days--•— ---- - I Fri 9/12/08 Fri 9/12108
26 Neighborhood Meeting y 91
220 daysMon 9/1_50 ' Fri 7./.17/09
27 Construction
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CITY OF FORT WORTH
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TRAIL DRIVERS PARK
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l BRENNAN CROSSI
REPLACEMENT
BR�T4ygM1,
A TTACHMENT E-1
LEBOW CHANNEL ROADWA Y CROSSING REPLACEMENT
DEWEY - NE 28TH - BRENNAN
CITY PROJECT NO 00181
FoRTWORTH
COUNaL DISTRICT N0. 2
MAPSCO N0. 61A, 61B
2048-408
CITY OF FORT WORTH, TEXAS
SCALE
N A TEAGUE MAU AND PERKINS LEBOW CHANNEL SHEET
VEraL ttoo Mmoon arrest
Fort worth, T*Xms 78102 DEWY - NUM - BRENNAN 1
DATE �/VC. Pnon•:(817)330-0T73•Fax:l3tT)330-2813 EXHIBIT E-1
MAR 2007 www.tnp-onllnf.com
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 6/12/2007
DATE: Tuesday, June 12, 2007 REFERENCE NO.: **C-22177
LOG NAME: 30LEBOW-TNP
SUBJECT:
Authorize Execution of an Engineering
gteatnBrennwith
an Street, 28th and
Perkins,
and Dewey Avenue
Channel Roadway Crossing Replaceme
(Project No. 00778)
RECOMMENDATION:
It t recommended that the Inc., in'theuamountorize the City Manager of $361,072.00 foroLebowte an Channel'neering agreement
Roadway Crossing
with Teague Nall and Perkins,e ,
Replacement at Brennan Street, 28th Street and Dewey Avenue.
DISCUSSION:
On August 30, 2005, the City Council authorized an engineering agreement with Teague Nall and Perkins,
Inc., (M&C C-20925) to develop a detailed improvement plan for the Lebow Channel watershed. This plan
was recently completed and presented to the public in a series of neighborhood meetings. Improvements
identified in the plan include the elimination of dangerous low water crossings, enlargement of undersized
bridges and culverts, acquisition of flood prone properties, the creation of lineal parks along restored stream
beds, storm water detention, and channel enlargement.
The 2004 Capitol Improvement Program (CIP) includes funds for the design of capital projects for storm
drain facilities to alleviate recurring flooding problems in various locations.
plans and
This project, the first identified in the Lebow Channel Watershed Plan, will provide 28th Street
specifications for the replacement of undersized drainage crossing structures at Brennan Street,
and Dewey Street. The scope of services for the project also includes the preparation of a 404
Environmental Study which must be completed prior to other planned improvements in the watershed.
Teague Nall and Perkins, Inc., proposes to perform the necessary design work for a lump sum fee of
$361,072.00. City Staff considers this to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $93,077.50 is required by the Engineering Department for project
management.
M/WBE — Teague Nall and Perkins, Inc., is in compliance with the City's M/WBE Ordinance by committing
to 26 percent M/WBE participation. The City's goal on this project is 26 percent.
This project is located in COUNCIL DISTRICT 2, Mapsco.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the
Page 1 of 2
Street Improvements Fund.
TO fund/Account/Centers FROM Fund/Account/Centers
3)C200 531200 202280077831 $89.571.00
MC200 531200 202280077832 $179,144.00
3)C200 .531200 202280077833 $29,857.00
3)C200 531200 202280077851 $62.500.00
Submitted for Cid Manager's Office by, Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker (6157)
Additional information Contact: Dena Johnson (7866)
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