HomeMy WebLinkAboutContract 30553 CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT" FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "C11Y"), and Freese arid'
Nichols, Inc., (the "ENGINEER"), for a PROJECT generally described as: Pavement
Reconstruction and Water and Sanitary Sewer Main Replacement on NW 26th Street
(Robinson Street to Titus Street) and NW 25th Street (Macie Avenue to McCandless Street).
Article I
CITY SF(`�;ETARY
Scope of Services COIJ T;t„C.r NO,
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
Tears 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 CITY because of such suspension of services.
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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 fumishing 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.
ENGINEERING CONTRACT
Page 2 of 14
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the
CITY and/or the C ITY'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. II, for any mason, 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 fortf i
in the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no control
over cost or price of labor and materials; unknown or latent conditions of
existing equipment or structures that may affect operation or maintenance
costs; competitive bidding procedures and market conditions; time or quality
ENGINEERING CONTRACT
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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 exams 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.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years
after final payment under this contract, have access to and the right to
examine and photocopy any directly pertinent books, documents, papers and
records of the ENGINEER involving transactions relating to this contract.
ENGINEER agrees that the CITY shall have access during normal working
hours to all necessary ENGINEER facilities and shall be provided adequate
ENGINEERING CONTRACT
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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 subconsultarit 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. Ci TY shall give sub-consultant
reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for the
cost of copies at the rate published in the Texas Administrative Code in effect
as of the time copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting policies
of the following coverage at minimum limits that are to be in effect prior to
commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage
if written on a split limits basis). Coverage shall be on any vehicle used
in the course of the PROJECT.
Worker's Compensation
Coverage A: statutory limits
Coverage B: $100,000 each accident
$500,000 disease - policy limit
$100,000 disease -each employee
Professional Liability
$1,000,000 each claim/annual aggregate
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(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
(a) Applicable policies shall be endorsed to name the CITY an Additional
Insured thereon, as its interests may appear. The term CITY shall
include its employees, officers, officials, agents, and volunteers as
respects the contracted services.
(b) Certificate(s) of insurance shall document that insurance coverage
specified according to items section K.(1) and K.(2) of this agreement
are provided under applicable policies documented thereon.
(c) Any failure on part of the CITY to request required insurance
documentation shall not constitute a waiver of the insurance
requirements.
(d) A minimum of thirty (30) days notice of cancellation or material change
in coverage shall be provided to the CITY. A ten (10) days notice
shall be acceptable in the event of non-payment of premium. Such
terms shall be endorsed onto ENGINEER's insurance policies. Notice
shall be sent to the respective Department Director (by name), City of
Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102.
(e) Insurers for all policies must be authorized to do business in the state
of Texas or be otherwise approved by the CITY; and, such insurers
shall be acceptable to the CITY in terms of their financial strength and
solvency.
(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.
(i) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless the CITY approves such
exclusions.
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(j) The Professional Liability insurance policy, if written on a claims made
basis shall be maintained by the ENGINEER for a minimum two (2)
year period subsequent to the term of the respective PROJECT
contract with the CITY unless such coverage is provided the
ENGINEER on an occurrence basis.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement. It is understood that
insurance cost is an allowable component of ENGINEER's overhead.
(1) All insurance required in section K., except for the Professional
Liability insurance policy, shall be written on an occurrence basis in
order to be approved by the CITY.
(m) Subconsultants to the ENGINEER shall be required by the
ENGINEER to maintain the same or reasonably equivalent insurance
coverage as required for the ENGINEER. When subconsultants
maintain insurance coverage, ENGINEER shall provide CITY with
documentation thereof on a certificate of insurance. Notwithstanding
anything to the contrary contained herein, in the event a
subconsultant's insurance coverage is canceled or terminated, such
cancellation or termination shall not constitute a breach by
ENGINEER of the Agreement.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant and
not as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in writing
of any existing conflicts of interest or potential conflicts of interest, including personal
financial interest, direct or indirect, in property abutting the proposed PROJECT and
business relationships with abutting property cities. The ENGINEER further
acknowledges that it will make disclosure in writing of any conflicts of interest that
develop subsequent to the signing of this contract and prior to final payment under
the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, if requested, assist the CIIY in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
ENGINEERING CONTRACT
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O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the ENGINEER
should have been aware of at the time this Agreement was executed, the
ENGINEER shall revise plans and specifications, as required, at its own cost and
expense. However, if design changes are required due to the changes in the
permitting authorities' published design criteria and/or practice standards criteria
which are published after the date of this Agreement which the ENGINEER could
not have been reasonably aware of, the ENGINEER shall notify the CITY of such
changes and an adjustment in compensation will be made through an amendment to
this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furnished Data
The CITY will make available to the ENGINEER all technical data in the CIT-Ys
possession relating to the ENGINEER's services on the PROJECT. The
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will perform,
at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CI"IYs
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
ENGINEERING CONTRACT
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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 and Indemnification
(1) To the maximum extent permitted by law, the CITY will indemnify and release
ENGINEER and its officers, employees, and subcontractors from all claims,
damages, losses, and costs, including, but not limited to, attorney's fees and
litigation expenses arising out of or relating to the presence, discharge,
release, or escape of hazardous substances, contaminants, or asbestos on
or from the PROJECT. Nothing contained herein shall be construed to
require the CITY to levy, assess or collect any tax to fund this
indemnification.
(2) The indemnification and release required above shall not apply in the event
the discharge, release or escape of hazardous substances, contaminants, or
asbestos is a result of ENGINEER'S negligence or if such hazardous
substance, contaminant or asbestos is brought onto the PROJECT by
ENGINEER.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article
IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for contractor's
negligence.
H. Contractor Claims and Third-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."
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• (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 CIT'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 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.
ENGINEERING CONTRACT
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B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of the
ENGINEER, whether in hard copy or in electronic form, are instruments of service
for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or
alteration by the CITY or by others acting through or on behalf of the CITY of any
such instruments of service without the written permission of the ENGINEER will be
at the CITY's sole risk. The final designs, drawings, specifications and documents
shall be owned by the CITY.
C. Force Majeure
The ENGINEER is not responsible for damages or delay in performance caused by
acts of God, strikes, lockouts, accidents, or other events beyond the control of the
ENGINEER.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perform
through no fault of the other and does not commence correction of such
nonperformance with 5 days of written notice and diligently complete the
correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Cost of reproduction of partial or complete studies, plans,
specifications or other forms of ENGINEER'S work product;
b.) Out-of-pocket expenses for purchasing storage containers, microfilm,
electronic data files, and other data storage supplies or services;
c.) The time requirements for the ENGINEER'S personnel to document
the work underway at the time the CITY'S termination for convenience so that
the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will submit to
the CITY an itemized statement of all termination expenses. The CITY'S approval
will be obtained in writing prior to proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for the
convenience of the CITY. In the event of such suspension, delay, or interruption, an
equitable adjustment in the PROJECT's schedule, commitment and cost of the
ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be
made.
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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.
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
ENGINEERING CONTRACT
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t $50,000, exclusive of attorney's fees, costs and expenses, will be final,
s judgment may be entered thereon in any court having jurisdiction, and will not
a 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. shall survive
termination of this AGREEMENT for any cause.
L. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State laws and
regulations and with all City ordinances and regulations which in any way affect this
AGREEMENT and the work hereunder, and shall observe and comply with all
orders, laws ordinances and regulations which may exist or may be enacted later by
governing bodies having jurisdiction or authority for such enactment. No plea of
misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to
defend, indemnify and hold harmless CITY and all of its officers, agents and
employees from and against all claims or liability arising out of the violation of any
such order, law, ordinance, or regulation, whether it be by itself or its employees.
ENGINEERING CONTRACT
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Article VII
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be
changed by a written amendment executed by both parties. The following attachments and
schedules are hereby made a part of this AGREEMENT:
Attachment A- Scope of Services
Attachment B - Compensation
Attachment C -Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map
Executed this the%LJL-' `day of ,,, ''� 2004.
ATTEST: CITY OF FORT WORTH
B .
Marty Hendrix Marc. A.
City Secretary Assistant City Manager
APPROVAL RECOMMENDED
Contra t authori altion
-f1
}date Q A. Douglas Rademaker, P.E.
Director, Engineering Department
APPROVED AS TO FORM
AND LEGALITY
Assistant City Attomey
FRFFSF AND NI .HO S. INC,
ENGINEER
By:
Richard Kelley, P.
Principal
ENGINEERING CONTRACT -,-
Page 14 of 14
r
ATTACHMENT "A"
General Scope of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope
of Services shall have precedence over the General Scope of Services."
r N RA
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of
the City regarding the scope of project so that the plans and specifications which are to
be developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary
constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechnical Investigations
The Engineer shall advise the City of test borings, and other subsurface investigations
that may be needed. In the event it is determined necessary to make borings or
excavate test holes or pits, the Engineer shall in coordination with the City and the
City's geotechnical engineering consultant, draw up specifications for such testing
program. The cost of the borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/applications to allow the City of Fort Worth to
obtain any and all agreements and/or permits normally required for a project of this size
and type. The Engineer will be responsible for negotiating and coordinating to obtain
approval of the agency issuing the agreement and/or permits and will make any
revisions necessary to bring the plans into compliance with the requirements of said
agency, including but not limited to highways, railroads, water authorities, Corps of
Engineers and other utilities.
5) Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such
changes are required due to changes in the design of the facilities made by the
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dt
permitting authority. If such changes are required, the Engineer shall notify the City and
an amendment to the contract shall be made if the Engineer incurs additional cost. If
there are unavoidable delays, a mutually agreeable and reasonable time extension
shall be negotiated.
6) Plan Submittal
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 pians. 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.
-2-
10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans
which include layouts, preliminary right-of-way needs and preliminary estimates of
probable construction costs for the Engineer's recommended plan. For all submittals,
the Engineer shall submit plans and documents for street/storm drain and
water/wastewater facilities. The Engineer shall receive written approval of the Phase 1
Plans from the City's project manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and
for submission to utility companies and other agencies for the purposes of coordinating
work with existing and proposed utilities. The preliminary construction plans shall
indicate location of 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.
-3-
PHASE 4
16) Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction
plans and contract specifications. The approved plans and contract specifications shall
be used as authorized by the City for use in obtaining bids, awarding contracts, and
constructing the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and
acceptability of prospective constructors, subcontractors, and suppliers. When substitu-
tion prior to the award of contracts is allowed by the bidding documents, the Engineer
will advise the owner as to the acceptability of alternate materials and equipment
proposed by the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals
and in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the
project during its construction and will set control points in the field to allow City survey
crews to stake the project. The setting of line and grade stakes and route inspection of
construction will be performed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction
proceeds to observe and report on the progress and the quality of the executed work.
i,'1I
23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill
test reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability
of the work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the
contractor.
-5-
�a ���ys
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: WATER AND SANITARY SEWER REPLACEMENT ON NW 26TH STREET
(ROBINSON TO TITUS) AND 25TH STREET(MACIE TO MCCANDLESS)
YEAR ONE 2004 CIP CONTRACT NO. 1
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for water and/or sanitary sewer
improvements for the following:
PROJECT NO. 00014
SUMMARY OF IMPROVEMENTS
WATERLINE REPLACEMENT
WATER
STREET COUNCIL Water Exist. Prop. Replacement
Pipe Pipe
NAME DISTRICT Map No. in in Length LF
NW 25th
ST.
McCandless
to 2 W2030-412 6" 8" 2080
Macie
NW 26th
ST.
Titus St. to 2 W2030-412 6" 8" 1330
Rock Island
TOTAL= 3410
EA1-1
9/2/2004
SANITARY SEWER REPLACEMENT
SANITARY SEWER
STREET COUNCIL Sewer Exist. Prop. Replacement
Pipe Pipe
NAME DISTRICT Map No. in in Length LF
NW 26th
ST.
McCandless
to 2 S2030-412 6" 8" 917
Robinson
NW 25th
ST.
Rock Island
to 2 S2030-412 6" 8" 618
Robinson
NW 26th
ST.
and 2 S2030-412 6" 8" 578
McCandless
TOTAL= 2113
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.
EA1-2
9/2/2004
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, property ownership as available from the Tax Assessor's
office.
The data collection efforts will also include conducting special coordination
meetings with affected property owners and businesses as necessary to
develop sewer re-routing plans.
The following shall be applicable at all locations where it is necessary to
relocate or reroute the existing private sanitary sewer service line due to
the abandonment or realignment of the existing public sanitary sewer
lateral or main:
The CITY shall furnish the Engineer with a sample format of how the sewer
service line reroute/relocation should be designed and submitted for
construction. During design survey, if a rod can be inserted through the
cleanout to the bottom of the service line, the Engineer will obtain the flow
line elevation and design the service line prior to advertising the project for
bid. If the service flow line information cannot be obtained during design
survey, the Engineer shall delay the design of the sewer service line until
after the start of construction. The CITY will then direct the Contractor to
de-hole the service line at the clean-out location of all buildings or
structures so that the Engineer's surveyor can determine the flow line of the
sewer service line. The Engineer shall use this information to provide the
design for the sanitary sewer service line to be rerouted or relocated.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
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
EA1-3
9/2/2009
shall show the location of the proposed utility lines, existing utility lines and
any adjustments and/or relocation of the existing lines within the project
limits. ENGINEER shall complete all forms necessary for City to obtain
permit letters from TxDOT and railroads and submit such forms to the City.
City shall be responsible for forwarding the forms to the affected agencies
for execution.
2. Schedule Submittal and Monthly Progress Report
The ENGIENER shall submit a progress schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with monthly
progress reports as required under Attachment B of the contract.
PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
Freese and Nichols, Inc. will not provide design, construction, or boundary
surveying services as part of this proposal. Freese and Nichols will notify
the CITY in writing of any additional required survey to complete the
proposed plans and specifications. Freese and Nichols will not be charged
or held responsible for time delays due to additional survey requirements.
a. CITY will perform field surveys to collect horizontal and vertical
elevations and other information which will be needed for use by the
ENGINEER in design and preparation of plans for the project.
Information gathered during the survey shall include topographic
data, elevations of all sanitary and adjacent storm sewers, rim/invert
elevations, location and buried utilities, structures, and other features
relevant to the final plan sheets. For sewer lines located in alleys or
backyards, CITY will obtain the following:
Obtain permission for surveying through private property.
Locate horizontal and vertical alignment of utility lines. Tie
improvements, trees, fences, walls, etc., horizontally along rear lines
in an approximately 50' wide strip. In addition, locate all rear house
corners and building corners in backyards.
EA1-4
9/2/2004
Profile existing water and/or sewer line centerline.
Compile base plan from field survey data at 1"-40' scale.
Obtain permission for surveying through private property. Locate
horizontal and vertical alignment of utility lines, existing utilities, trees,
fences, walls, etc., horizontally along rear lot lines in an
approximately 20' wide strip. In addition, locate all rear house corners
and building corners in backyards. Compile base plan from field
survey data at 1" = 40' horizontal and 1" = 4' vertical scale.
When conducting design survey at any location on the project, the
consultant or its sub-consultant shall carry readily visible information
identifying the name of the company and the company
representative. All company vehicles shall also be readily identified.
b. CITY 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 CITY Department of Engineering.
All text data such as plan and profile, legal descriptions, coordinate
files, cut sheets, etc., shall be provided in the American Standard
Code for Information Interchange (ASCII) format, all drawing files
shall be provided in MicroStation (DGN) or Autocad (DWG or DXF)
format (currently Release 2002), or as otherwise approved in writing
by the CITY, and all data colleted generated during the course of
the project shall become the property of the CITY.
The minimum information to be provided in the plans shall include
the following:
1. A Project Control Sheet, showing ALL Control Points, used
or set while gathering data. Generally on a scale of not less
than 1:400:
2. The following information about each Control Point;
EA1-5
9/2/2004
a. Identified (Existing City Monument #8901, PK Nail,
5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate
system, and a referred bearing base. Z coordinate
on City Datum only.
C. Descriptive Location (Ex. Set in the centerline of the
inlet in the South curb line of North Side Drive at the
East end of radius at the Southeast corner of North
Side Drive and North Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves,
etc., in the same coordinate system, as the Control Points.
4. No less than two bench marks plan/profile sheet.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when
appropriate.
7. Obtain the 'loot print" of all properties where the sanitary
sewer service line is to be relocated or rerouted.
ii. Public Notification
Prior to conducting design survey, ENGINEER will notify affected
residents of the project in writing. The notification letter shall be on
company letterhead and shall include the following: project name,
limits, DOE project no., 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.
iii. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 30 days after
the field survey is reviewed and accepted by the
ENGINEER.
EA1-6
9/2/2004
w b. The ENGINEER shall perform conceptual design of the
proposed improvements and furnish four (4) copies of the
concept engineering plans which includes layouts,
preliminary right-of-way needs and cost estimates for the
ENGINEER's recommended plan. ENGINEER shall perform
remaining field surveys required for final design of selected
route(s). The ENGINEER shall also evaluate the phasing of
the water, sanitary sewer, street and drainage work, and
shall submit such evaluation in writing to the City as a part
of the concept phase of the project. All design shall be in
conformance with Fort Worth Water Department policy and
procedure for processing water and sewer design.
ENGINEER shall review the City's water and sewer master
plan, other pertinent design information and provide a
summary of findings pertaining to the proposed project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph iii (b), ENGINEER will prepare
preliminary construction plans as follows:
a. Overall water and/or sanitary sewer layout sheets and an
overall easement layout sheet(s).
b. Preliminary project plans and profile sheets on 22" x 34"
sheets which show the following: Proposed water and/or
sanitary sewer plan/profile and recommended pipe size, fire
hydrants, water service lines and meter boxes, gate valves,
isolation valves, manholes etc., related appurtenances and
all pertinent information needed to construct the project.
Legal description (Lot Nos., Block Nos., and Addition
Names) along with property ownership shall be provided on
the plan view.
C. For sewer lines, pipelines schedule for point repairs,
rehabilitation and replacement will be located on the base
sheets prepared from survey information gathered under
Part B, Paragraph b. Conflicts shall be resolved where
pipelines are to be rehabilitated on the same line segment.
EA1-7
9/2/2004
Base sheets shall reference affected or adjacent streets.
Where open-cut and trenchless technology construction is
anticipated, below and above ground utilities will be located
and shown on the base sheets.
d. Existing utilities and utility easements will be shown on the
plan and profile sheets. ENGINEER will coordinate with
utility companies and the City of Fort Worth to determine if
any future improvements are planned that may impact the
project.
e. The design for sewer service line reroute/relocation will be
provided if the flow line elevation of the sewer service can
be determined from the cleanout location. If this elevation
cannot be determined during design survey, the design
shall be provided after award of the construction contract
as specified in Part A, Paragraph 1 b.
f. The ENGINEER shall make provisions for reconnecting all
identifiable water and/or wastewater service lines which
connect directly to any main being replaced, including
replacement of existing service lines within City right-of-
way or utility easement. When the existing alignment of a
water and sanitary sewer main or lateral is changed,
provisions will be made in the final plans and/or
specifications by the ENGINEER to relocate all service
lines which are connected to the existing main and
connect said service lines to the relocated main.
g. The ENGINEER will prepare standard and special detail
sheets for water line installation and sewer rehabilitation or
replacement that are not already included in the D-Section
of the City's specifications. These may include connection
details between various parts of the project, tunneling
details, boring and jacking details, waterline relocations,
details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
EA1-8
9/2/2004
h. Right-of-Way Research
The ENGINEER will conduct preliminary research for
availability of existing easements where open-cut
construction or relocation of existing alignments is probable.
Temporary and permanent easements will be appropriated
based on available information and recommendations will
be made for approval by the City.
i. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and
rights-of-entry will be in conformance with "Submittal of
Information to Real Property for Acquisition of Property'.
j. Utility Clearance Phase
The ENGINEER will consult with the City's Water
Department, Department of Engineering, and other CITY
departments, public utilities, private utilities and government
agencies to determine the approximate location of above
and underground utilities, and other facilities that have an
impact or influence on the project.
ENGINEER will design City facilities to avoid or minimize
conflicts with existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of
approved preliminary construction plans to the City's Utility
Coordinator for forwarding to all utility companies, which
have facilities within the limits of the project.
k. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be
submitted to City 60 days after approval of Part B,
Paragraph iii (b).
ii. The ENGINEER shall deliver two (2) sets of
preliminary construction plans and two (2) sets of
EA1-9
9/2/2004
specifications and contract documents to CITY for
review. Generally, plan sheets shall be organized as
follows:
Cover Sheet
General Notes/Legand
Easement layout (if applicable)
Abandonment
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary estimate
of probable construction cost with the preliminary
plans submitted. ENGINEER shall assist City in
selecting the feasible and/or economical solutions to
be pursued.
I. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review
comments for preliminary submittal. The CITY shall direct the
ENGINEER in writing to proceed with Final Design for Final
Review.
m. Public Meeting
After the preliminary plans have been reviewed and approved
by the City, the ENGINEER shall prepare project exhibits,
provide the CITY with the database listing the names and
addresses of all residents and business to be affected by the
proposed project, and attend public meeting to help explain the
proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 30 days after
approval of Part B, Paragraph 2 k.
EA1-10
9/2/2009
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed
by the ENGINEER registered in State of Texas) and submit two (2) sets of
plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
PART C- PRE-CONSTRUCTION ASSISTANCE
Administration
a. Deliver Bid Documents
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 delivered in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including preparation and
delivery of any additional addenda prior to bid opening to plan holders and respond
to questions submitted to DOE by prospective bidders. Engineer shall attend the
scheduled pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness and accuracy.
The ENGINEER shall attend the project bid opening, develop bid tabulations in
hard copy and electronic format and return four (4) copies of the bid tabulation,
along with the contract documents to the City within three (3) working days after
bid openings.
C. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the project. The
ENGINEER shall also consult with and advise the CITY on design and/or
construction changes, if necessary.
EAl-11
9/2/2004
EXHIBIT "A-2"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: PAVING AND DRAINAGE IMPROVEMENTS ON NW 26T" STREET
(ROBINSON TO TITUS) AND 25TH STREET(MACIE TO MCCANDLESS)
YEAR ONE 2004 CIP CONTRACT NO. 1
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:
PROJECT NO. 00014
SUMMARY OF IMPROVEMENTS
STREET RECONSTRUCTION
STORM
PAVING SEWER
6" 6"
6" Lime Reinforced Concrete Reinforced
7" 10'
Stabilized Concrete 4" Conc. Monolithic Retaining Concrete 18" Curb
STREET COUNCIL Subgrade Pavement Sidewalk Curb Wall Driveway RCP Inlet
NAME DISTRICT (SY) (SY) (SF LF (Cy) SY) (LF EA
NW 25th
ST.
Macie to 2 7280 6830 14920 3970 126 8100 50 2
McCandless
NW 26th
ST.
Robinson to 2 7320 6880 14700 3910 110 7650 50 2
Titus St.
TOTAL= 14600 13290 29620 7880 236 15750 100 4
EA2-1
9/2/2004 - -
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
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
EA2-2
9/2/2004
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.
PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
Freese and Nichols, Inc. will not provide design, construction, or boundary
surveying services as part of this proposal. Freese and Nichols will notify the CITY
in writing of any additional required survey to complete the proposed plans and
specifications. Freese and Nichols will not be charged or held responsible for time
delays due to additional survey requirements.
a. CITY 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. CITY 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
EA2-3
9/2/2004
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.
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.
EA2-4
9/2/2004
ii. Public Notification
Prior to conducting design survey, ENGINEER will notify affected
residents of the project in writing. The notification letter shall be on
company letterhead and shall include the following: project name
limits DOE project No., Consultant's Project Manager and phone
no., scope of survey work and design survey schedule. The letter
will be reviewed and approved by the City prior to distribution.
iii. 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
existing system as deemed reasonable and consistent with City
standards.
iv. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 30 days after the
field survey is reviewed and accepted by the ENGINEER.
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.
EA2-5
9/2/2004
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-
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
EA2-6
9/2/2004 _
4
I
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.
EA2-7
9/2/2004
j. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry
will be in conformance with "Submittal of Information to Real Property
Division for Acquisition of Property'.
k. Utility Clearance Phase
The ENGINEER will consult with the City's Transportation and Public
Works Department, Water Department, Department of Engineering, and
other CITY departments, public utilities, private utilities, private utilities
and government agencies to determine the approximate location of
above and underground utilities, and other facilities that have an impact
or influence on the project. ENGINEER will design City facilities to avoid
or minimize conflicts with existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of approved preliminary
construction plans to the City's Utility Coordinator for forwarding to all utility
companies, which have facilities within the limits of the project.
I. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be 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)
EA2-8
9/2/2004
iii. Preliminary estimate shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer
shall assist City in selecting the feasible and or economical
solutions to be pursued.
M. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review comments for
preliminary submittal. The CITY shall direct the ENGINEER in writing to
proceed with Final Design for Final Review.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City,
the ENGINEER shall prepare project exhibits, provide the CITY with the
database listing the names and addresses of all residents and business to
be affected by the proposed project, and attend public meeting to help
explain the proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 30 days after
approval of Part B, Paragraph 2 (b).
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed
by the ENGINEER registered in State of Texas) and submit two (2) sets of
plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
EA2-9
9/2/2004
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.
C. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for
the project. The ENGINEER shall also consult with and advise the
CITY on design and/or construction changes, if necessary.
EA2-10
9/2/2004
ATTACHMENT B
COMPENSATION AND SCHEDULE
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON NW
26TH STREET(ROBINSON TO TITUS)AND NW 25TH STREET(MACIE TO MCCANDLESS)
I. COMPENSATION
A. The ENGINEER shall be compensated at a lump sum fee of$1.07,452.00 for Basic Services as
summarized on Exhibit "B-3." Payment of the fee shall be considered full compensation for
the services described in Exhibit "A-I"and "A-2" for all labor, materials, supplies, and
equipment necessary to complete the project.
B. Partial payment shall be made monthly as stipulated on Exhibit B-1 upon receipt of an invoice
from the ENGINEER, prepared from the books and records of the ENGINEER. Each invoice
is to be verified as to its 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 Engineering Department or his authorized representative that such work has been
performed.
II. SCHEDULE
A. The Design Phase shall have a schedule as follows:
Part A— Pre-engineering shall be completed 15 days after City approval of Notice to
Proceed.
Part B — Concept plans shall be completed 30 days after receipt of approved survey.
Preliminary plans, specifications, and contract documents shall be completed
60 days after City approval of concept plans. Final plans, specifications,
contract documents and cost estimate will be competed 30 days after approval
of Preliminary Plans.
Part C— Bidding and award will be completed an estimated 60 days after the City's
approval of Final Design plans, specifications and contract documents.
Attachment B, Page I
' EXHIBIT `B-1"
i (SUPPLEMENT TO ATTACHMENT "B")
METHOD OF PAYMENT
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON NW
26TH STREET(ROBINSON TO TITUS)AND N W 25'" STREET(MACIE TO MCCANDLESS)
I. METHOD OF PAYMENTS
The Engineer shall be paid in monthly partial payments as outlined below:
A. The ENGINEER shall be paid in monthly payments upon the receipt of individual
invoices for each partial payment request from the ENGINEER.
B. Partial payments shall not exceed the equivalent of 30% of the total lump Burn fee, until
City approval of Exhibit A-I and A-2, Part B, Section 1.
C. Partial payments shall not exceed the equivalent to 60% of the total lump sum fee, until
City approval of Exhibit A-1 and A-2, Part B, Section 2.
D. Partial payments shall not exceed the equivalent to 90% of the total lump sum fee, until
City approval of Exhibit A-I and A-2, Part B, Section 3.
E. The balance of the fee shall be payable after completion by the ENGINEER of Exhibit
A-1, Part C.
II. PROGRESS REPORT
A. The ENGINEER shall submit to the designated representative of Director of Department of
Engineering monthly progress reports covering all phases of design by the 15th of every
month in the format required by the City.
B. If the ENGINEER determines in the course of malting drawings and specifications that the
construction cost estimate of $1,232,799.00 (as estimated in Exhibit "134") will be
exceeded, whether by change in the scope of the project, increased costs 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 Engineering
Department, shall suspend all work hereunder.
EBI-1
EXHIBIT B-2
e COMPENSATION
r„.5 r rnpduN of Charges:
position Min Mea
PRINICIPAL 122.11 288.86
SENIOR CONSULTANT 177.47 260.64.
GROUP MANAGER 198.58 260.64
ENGINEER Vill 180.51 212.05
ENGINEER VII 141.98 186.35
ENGINEER VI 99.20 180.90
ENGINEER V 107.33 135.64
ENGINEER IV 95.39 114.61
ENGINEER 111 83.52 107.05
ENGINEER 11 74.21 84.87
ENGINEER 1 73.09 80.07
ELECTRICAL ENGINEER V 114.27 142.83
ELECTRICAL ENGINEER IV 97.06 130.47
ELECTRICAL ENGINEER III 73.50 96.47
MECHANICAL ENGINEER VI 120.74 150.93
MECHANICAL ENGINEER IV 95.36 114.37
MECHANICAL ENGINEER 1 61.39 76.74
SENIOR RESIDENT REPRESENTATIVE 95.31 125.09
PROGRAM MANAGER II 116.96 157.72
PROGRAM ADMINISTRATOR 105.32 131.64
CONSTRUCTION CONTRACT ADMIN 111 118.07 154,96
CONSTRUCTION CONTRACT ADMIN 11 71.58 110.81
CONSTRUCTION CONTRACT ADMIN 1 61.44 112.56
DOCUMENT CONTROL CLERK 46.39 57.99
SR DESIGNER 101.18 126.47
DESIGNER 11 101.02 111.96
DESIGNER 1 89.73 110.78
TECHNICIAN V 88.22 110.28
TECHNICIAN IV 69.86 93.21
TECHNICIAN Ill 62.98 81.85
TECHNICIAN 11 57.09 63.37
TECHNICIAN 1 44.16 55.44
GIS ADMINISTRATOR 96.41 126.54
GIS ANALYST 54.73 71.84
ENVIRONMENTAL SCIENTIST VII 108.26 142.09
ENVIRONMENTAL SCIENTIST A 103.42 113.70
ENVIRONMENTAL SCIENTIST IV 77.98 97.47
ENVIRONMENTAL SCIENTIST 111 61.82 96.40
ENVIRONMENTAL SCIENTIST II 55.99 69.99
ENVIRONMENTAL SCIENTIST I 47.15 58.93
ARCHITECT V 111.55. 132.92
LANDSCAPE ARCHITECT V 106.69 133.36
ARCHITECT IV 87.23 109.03
ARCHITECT 11 66.53 87.39
ARCHITECT 1 56.70 74.42
INTERIOR DESIGNER V 65.85 107..32
HYDROLOGIST VI 97.64 122.30
HYDROLOGIST V 89.97 112.46
HYDROLOGIST IV 76.88 96.10
HYDROLOGIST 111 62.85 -78.56
HYDROLOGIST 1 54.94 68.68
GEOTECHNICAL ENGINEER VI 124.32 155.40
SENIOR GEOLOGIST 80.64 100.80
WORD PROCESSINGISECRETARIAL 45.86 65.25
OPERATIONS ANALYST 86.05 104.53
CONTRACT ADMINISTRATOR 74.48 93.11
INFORMATION SERVICES CLERK 22.40 44.39
CO-OP 38.40 57.12
The ranges and individual salaries will be adjusted annually.
RATES FOR INHOUSE SERVICES
Computer and CAD Calcomp Plotter
PC CAD Stations $10.00 per hr Bond 52.50 per plot
Other $5.00 per plot
Color $5.75 per plot
Print Shop .
Color Copies and Printing $0.50 per single side copy
$1.00 per double side copy
Black and White Copies and Printing $0.10 per single side copy
$0.20 per double side copy
Binding $5.75 per book
Testing Apparatus .
Density Meter $350.00 per month
Gas Detection $10.00 per lest --
OTHER DIRECT EXPENSES y
Other direct expenses are reimbursed at actual cost times a multiplier of 1.10. They include outside printing and reproduction expense,communication expense, _
travel,transportation and subsistence away from Fort Wonh,and other misceuaneous expenses directly related to the work,including costs of Iaboratoey ana"s,
tests,and other work required to be done by independent person other than staff members. �'•• _r,; . _ .
999=IX3-10.04 FNI
rel:c 1p A3.21m-kjsJ OWNER 1 1�
EXHIBIT "B-3A"
(SUPPLEMENT TO ATTACHMENT "B")
SUMMARY OF TOTAL PROJECT FEES
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT
ON NW 26TH STREET(ROBINSON TO TITUS) AND NW 25TH STREET (MACIE TO
McCANDLESS)
Consulting Firm Prime Responsibility Total Fee M/WBE Fee Percent
Freese and Nichols
Paving/Drainage Engineering Design $53,600.00
Erosion Control Plans & SW3P $ 3,000.00
Project Meetings $ 1,600.00
Construction Assistance $ 2,300.00
Printing & Reproduction Subtotal $ 5,770.00
(10%) Fee on M/WBE Firms & Expenses $ 4,280.00
Total $70,550.00 $0.00 0.0%
M/WBE Sub-consultants
Lopez Garcia Group
Water Improvements Engineering Design $19,237.00
Sewer Improvements Engineering Design $14,725.00
Project Meetings $1,680.00
Construction Assistance $1,260.00
Total $36,902.00 $36,902.00 100.0%
Non-M/WBE Sub-consultants
N/A
Pro ect Description Scope of Services Total Fee M`/WBE Fee Percent
Engineering Services Paving &Drainage, Water and Sewer 107,452.00 36,002.00 34%
We will be using Lopez Garcia Group for Utility Design. This will result in a 34% ($36,902.00) portion of the
contract that will be performed by approved M/WBE firms which exceeds the goal of 22%
EXHIBIT "B-313"
(Supplement to Attachment B)
PROFESSIONAL SERVICES FEE SUMMARY
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT
ON NW 26TH STREET(ROBINSON TO TITUS) AND NW 25TH STREET (MACIE TO
McCANDLESS)
Part A-Conceptual Design, and Part B - Plans and Specifications
Transportation & Public Works: (Construction Cost X ASCE Curve "A" X 85%)
Paving & Drainage $798,111.00 X 7.9% X 85% _ $53,600.00
Water Department: (Construction Cost X ASCE Curve "A" X 85%)
Water Improvements $260,128.00 X 8.7% X 85% _ $19,237.00
Sewer Improvements $199,124.20 X 8.7% X 85% _ $14,725.00
Total Water and Sewer Improvements = $33,962.00
Transportation & Public Works and Water: Basic Services Total 87,562.00
Additional Services:
Transportation & Public Works:
Topographic Surveying Services $0.00
Erosion Control Plans & SW3P $1,500.00
Project Meetings $1,600.00
Construction Assistance $2,300.00
Printing & Reproduction Subtotal $3,462.00
Adminstrative (10%) Fee on Expenses $350.00
Additional Services Subtotal $9,212.00
Water& Sewer Department:
Topographic Surveying Services $0.00
Erosion Control Plans& SW3P $1,500.00
Project Meetings $1,680.00
Construction Assistance $1,260.00
Printing & Reproduction Subtotal $2,308.00
Adminstrative (10%) Fee on M/WBE Firms & Expenses $3,930.00
Total Water and Sewer Additional Services Subtotal $10,678.00
Water Additional Service Fee $6,086.00
Sewer Additional Service Fee $4,592.00
Transportation & Public Works and Water: Additional Services Total 19,890.00
TOTAL PROJECT DESIGN FEE $107,452.00
CONTINUE EXHIBIT "13-313"
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
A. SUMMARY OF TOTAL FEE
Service Description Water Sewer Paving/Drainage Total
Engineering Design $19,237.00 $14,725.00 $53,600.00 $87,562.00
Surveying Services $0.00 $0.00 $0.00 $0.00
Additional Services $6,086.00 $4,592.00 $9,212.00 $19,890.00
Total 525,323.00 $19,317.001 $62,812.001$107,4
B. BREAKDOWN OF WATER, SEWER AND PAVING FEES(LESS SURVEY FEES)
1. Total Water Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design
a. Concept (30%) _ (Total Water Fee -Water Survey Fee) x (0.3) _ $7,596.90
b. Preliminary(60%) _ (Total Water Fee -Water Survey Fee) x (0.6) _ $15,193.80
c. Final (10%) _ (Total Water Fee -Water Survey Fee) x (0.1) _ $2,532.30
$25,323.00
2.Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design
a. Concept (30%) _ (Total Sewer Fee - Sewer Survey Fee) x (0.3) _ $5,795.10
b. Preliminary(60%) _ (Total Sewer Fee - Sewer Survey Fee) x (0.6) _ $11,590.20
c. Final (10%) _ (Total Sewer Fee - Sewer Survey Fee) x (0.1) _ $1,931.70
$19,317.00
3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design
a. Concept (30%) _ (Total Paving Fee - Paving Survey Fee) x (0.3) _ $18,843.60
b. Preliminary(60%) _ (Total Paving Fee - Paving Survey Fee) x (0.6) _ $37,687.20
c. Final (10%) _ (Total Paving Fee - Paving Survey Fee) x (0.1) _ $6,281.20
$62,812.00
EXHIBIT "B-3C"
(Supplement to Attachment B)
FEE FOR SIIRVEYING SERVICES
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT
ON NW 26TH STREET(ROBINSON TO TITUS) AND NW 25TH STREET (MACIE TO
McCANDLESS)
Surveying Services:
Paving & Drainage
Topographic Surveys (Not Provided as part of this Project Scope) $0.00
Water
Topographic Surveys (Not Provided as part of this Project Scope) $0.00
Sanitary Sewer
Topographic Surveys (Not Provided as part of this Project Scope) $0.00
Transportation & Public Works and Water: Survey Services Total $0.00
EXHIBIT "13-31)"
(Supplement to Attachment B)
ADDITIONAL SERVICES
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER
REPLACEMENT ON NW 26TH STREET(ROBINSON TO TITUS) AND NW 25TH STREET
(MACIE TO McCANDLESS)
Additional Services:
Transportation & Public Works:
Erosion Control Plans & SW3P $1,500.00
Project Meetings $1,600.00
(1) Concept Design Kickoff Meeting (2 hrs/2 Employees) $400.00
(1) Preliminary Review Meeting (2 hrs/2 Employees) $400.00
(1) Final Review Meeting (2 hrs/2 Employees) $400.00
(1) Attend Public Meeting (2 hrs/2 Employees) $400.00
Construction Assistance $2,300.00
Prepare Addendums, Attend Bid Opening and Prepare Bid Tab $1,000.00
Assist City in Preparing & Conduction Pre-Construction Meeting $500.00
Conduct Field Visits (4) & Provide Technical Assistance $800.00
Transportation & Public Works: $5,400.00
Water Department (Water & Sanitary Sewer):
Erosion Control Plans & SW3P $1,500.00
Project Meetings $1,680.00
(1) Concept Design Kickoff Meeting (2 hrs/2 Employees) $420.00
(1) Preliminary Review Meeting (2 hrs/2 Employees) $420.00
(1) Final Review Meeting (2 hrs/2 Employees) $420.00
(1) Attend Public Meeting (2 hrs/2 Employees) $420.00
Construction Assistance $1,260.00
(2) Construction Site Visits $840.00
Attend Final Inspection $420.00
Water Department (Water& Sanitary Sewer): $4,440.00
. 5
EXHIBIT "B-3E"
(Supplement to Attachment B)
FEE FOR REPRODUCTION SERVICES
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT
ON NW 26TH STREET(ROBINSON TO TITUS) AND NW 25TH STREET(MACIE TO
McCANDLESS)
Printing & Reproduction
Transportation & Public Works and Water Department
Conceptual Design Plans
4 Sets of Report $2.00 /Pg x 20 Pg/Report X 4 = $160.00
Preliminary & Utility Clearance Plans
16 Sets of Constr. Plans $2.00 /Sht x 35 Sht/Plan X 16 = $1,120.00
2 Sets of Specifications $0.07 /Sht x 60 Sht/Spec X 2 = $9.00
Final Plans
5 Sets of Constr. Plans $2.00 /Sht x 35 Sht/Plan X 5 = $350.00
5 Sets of Specifications $0.07 /Sht x 60 Sht/Spec X 5 = $21.00
Bid Documents
50 Sets of Constr. Plans $2.00 /Sht x 35 Sht/Plan X 50 = $3,500.00
50 Sets of Specifications $0.07 /Sht x 60 Sht/Spec X 50 = $210.00
Mounted Exhibits for Public Meetings
1 Drawing on Board $25.00 EA 2 Plots/Proj X 1 = $50.00
Final Mylars for Record Purposes
1 Set of Plans $10.00 /Sht x 35 Sht/Plan X 1 = $350.00
Printing & Reproduction Subtotal $5,770.00
Transportation & Public Works and Water Department $3,462.00
Water Department (Water & Sanitary Sewer) $2,308.00
EXHIBIT "B-4"
(SUPPLEMENT TO ATTACHMENT "B")
SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST
DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT
ON NW 26TH STREET(ROBINSON TO TITUS) AND NW 25TH STREET(MACIE TO
McCANDLESS)
Concrete Alternate
*Street Water Main Sewer Main Total
Location Reconstruction Construction Construction Construction
25th Street (Macie to McCandless) $405,240.00 $137,654.00 $0.00 $542,894.00
26th Street (Robinson to Titus) $392,871.00 $95,700.00 $201,334.00 $689,905.00
TOTALS $798,111.00 $233,354.001 $201,334.00 $1,232,799.00
PERCENT COST 1 64.7% 18.9%1 16.3%1 100.0%
"Based on roadway width of 29'Back to Back
Asphalt Alternate
Street Water Main Sewer Main Total
Location Reconstruction Construction Construction Construction
25th Street (Macie to McCandless) $365,844.00 $137,654.00 $0.00 $503,498.00
26th Street (Robinson to Titus) $352,693.00 $95,700.00 $201,334.00 $649,727.00
TOTALS $718,537.00 $233,354.00 $201,334.00 $1,153,225.00
PERCENT COST 62.3%1 20.2%1 17.5%1 100.0%
EB4-1
EXHIBIT "B-5-1A-Concrete Paving"
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS STREET RECONSTRUCTION ON 25TH STREET(MACIE TO
McCANDLESS)
6" REINFORCED CONCRETE PAVEMENT AND 6"SUBGRADE
ACCOUNT • ESTIMATOR CHECKED BY DATE
OFF03041 CB RK September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT II:PAVING IMPROVEMENTS
1 Project Designation Sin 2 EA $150.00 $300
2 Utility Adjustments 1 LS $3,000.00 $3,000
3 Remove Existing Curb and Gutter 530 LF $1.50 $795
4 Remv Ex.Conc.Drvwy,Valley,Slabs,Sidewalks,Walks,Wheel Chair Ramps 3,180 SF $2.00 $6,360
5 Unclassified Street Excavation 1,490 CY $10.00 $14,900
6 Topsoil 520 CY $11.00 $5,720
7 4'Concrete Sidewalk 14,920 SF $3.50 $52,220
8 7"Integral Curb 3,970 LF $2.50 $9,925
9 Concrete Retaining Wall 126 CY $350.00 $44,100
10 6"Reinforce Concrete Pavement 29'Back to Back 6,830 SY $24.00 $163,920
11 6"Sub rade Stabilization 7,280 SY $2.00 $14,560
12 Lime for Stabilization 110 TON $90.00 $9,900
13 6"Concrete Driveways 8,100 SF $4.00 $32,400
UNIT II:DRAINAGE IMPROVEMENTS
1 Storm Sewer Inlets 2 EA $2,500.00 $5,000
2 Storm Sewer Manhole 1 EA $2,000.00 $2,000
3 Storm Sewer Pie 50 LF $60.00 $3,000
4 7"Curb and 18"Gutter 60 LF $10.00 $600
PAVING SUBTOTAL $357,600
DRAINAGE SUBTOTAL $10,600
CONTINGENCY 10A% $36 840
TOTAL PAVING ESTIMATE $405,240
COST PER LANE-MILE $540,820
PROJECTa $405,240
EB-5-1 A
EXHIBIT "B-5-1 B-Asphalt Paving"
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS
STREET RECONSTRUCTION ON 25TH STREET(MACIE TO McCANDLESS)
6"ASPHALT PAVEMENT AND 8"SUBGRADE
ACCOUNT • ECHECKED BY DATE
STIMATOR
OFF03041 CB RK September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT II:PAVING IMPROVEMENTS
1 Project Desi nation Sin 2 EA $150.00 $300
2 Utility Adjustments 1 LS $3,000.00 $3,000
3 Remove Existing Curb and Gutter 530 LF $1.50 $795
4 Remv Ex.Conc.Drvwy,Valley,Slabs,Sidewalks,Walks,Wheel Chair Ramps 3,180 SF $2.00 $6,360
5 Unclassified Street Excavation 1,490 CY $10.00 $14,900
6 Topsoil 520 CY $11.00 $5,720
7 4'Concrete Sidewalk 14,920 SF $3.50 $52,220
8 7"Curb and Gutter 3,970 LF $10.00 $39,700
9 Concrete Retaining Wall 126 CY $350.00 $44,100
10 6"Hot Mix Asphalt Concrete(HMAC)(4"Base&2"Surface Course 5,950 SY $15.00 $89,250
11 8"Sub rade Stabilization 7,280 SY $3.00 $21,840
12 Lime for Stabilization 130 TON $90.00 $11,700
13 6"Concrete Driveways 8,100 SF $4.00 $32,400
UNIT II: DRAINAGE IMPROVEMENTS
1 Storm Sewer Inlets 2 EA $2,500.00 $5,000
2 Storm Sewer Manhole 1 EA $2,000.00 $2,000
3 Storm Sewer Pie 50 LF $60.00 $3,000
4 7"Curb and 18"Gutter 60 LF $10.00 $600
PAVING SUBTOTAL $321.985
DRAINAGE SUBTOTAL $10,600
CONTINGENCY 10.090 533.259
TOTAL PAVING ESTIMATE $365,844
COST PER LANE-MILE $487,791
PROJECT •
EB-5-1 B
EXHIBIT "B-5-2A-Concrete Paving"
rM
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS
STREET RECONSTRUCTION ON 26TH STREET(ROBINSON TO TITUS)
6"REINFORCED CONCRETE PAVEMENT AND 6"SUBGRADE
ACCOUNT • •- CHECKED BY DATE
OFF03041 CB RK September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT II: PAVING IMPROVEMENTS
1 Project Desi nation Sin 2 EA $150.00 $300
2 UtilityAdjustments 1 LS $3,000.00 $3,000
3 Remove Existing Curb and Gutter 120 LF $1.50 $180
4 Remv Ex.Conc.Drvwy,Valley,Slabs,Sidewalks,Walks,Wheel Chair Rams 1,440 SF $2.00 $2,880
5 Unclassified Street Excavation 1,490 CY $10.00 $14,900
6 Topsoil 510 CY $11.00 $5,610
7 4'Concrete Sidewalk 14,700 SF $3.50 $51,450
8 7"Integral Curb 3,910 LF $2.50 $9,775
9 Concrete Retaining Wall 110 CY $350.00 $38,500
10 6"Reinforce Concrete Pavement 29'Back to Back 6,880 SY $24.00 $165,120
11 6"Sub rade Stabilization 7,320 SY $2.00 $14,640
12 Lime for Stabilization 110 TON $90.00 $9,900
13 6"Concrete Driveways 7,650 SF $4.00 $30,600
UNIT II: DRAINAGE IMPROVEMENTS
1 Storm Sewer Inlets 2 EA $2,500.00 $5,000
2 Storm Sewer Manhole 1 EA $2,000.00 $2,000
3 Storm Sewer Pie 50 1 LF $60.00 $3,000
4 7"Curb and 18"Gutter 60 1 LF $10.00 $600
_ PAVING SUBTOTAL 5346,555
DRAINAGE SUBTOTAL $10.60a
CONTINGENCY 10.0%1 $35,716
TOTAL PAVING ESTIMATE I 5392.871
COST PER LANE-MILE 1 $523,827
PROJECT
EB-5-2A
EXHIBIT "B-5-2B-Asphalt Paving"
rm
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS
STREET RECONSTRUCTION ON 26TH STREET(ROBINSON TO TITUS)
6"ASPHALT PAVEMENT AND 8°SUBGRADE
ACCOUNT • ESTIMATOR CHECKED BY DATE
OFF03041 I CB RK September 2, 2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT II: PAVING IMPROVEMENTS
1 JProject Designation Sin 2 EA $150.00 $300
2 Utility Adjustments 1 LS $3,000.00 $3,000
3 Remove Existing Curb and Gutter 120 LF $1.50 $180
4 Remv Ex.Conc.Drvwy,Valley,Slabs,Sidewalks,Walks,Wheel Chair Rams 1,440 SF $2.00 $2,880
5 Unclassified Street Excavation 1,490 CY $10.00 $14,900
6 Topsoil 510 CY $11.00 $5,610
7 4'Concrete Sidewalk 14,700 SF $3.50 $51,450
8 7"Curb and Gutter 3,910 LF $10.00 $39,100
9 Concrete Retaining Wall 110 CY $350.00 $38,500
10 6"Hot Mix Asphalt Concrete(HMAC) 4"Base&2"Surface Course 6,010 SY $15.00 $90,150
11 8"Sub rade Stabilization 7,320 SY $3.00 $21,960
12 Lime for Stabilization 130 TON $90.00 $11,700
13 6"Concrete Driveways 7,650 SF $4.00 $30,600
UNIT II:DRAINAGE IMPROVEMENTS
1 Storm Sewer Inlets 2 EA $2,500.00 $5,000
2 Storm Sewer Manhole 1 EA $2,000.00 1 $2,000
3 Storm Sewer Pie 50 LF $60.00 $3,000
4 7"Curb and 18"Gutter 60 LF $10.00 $600
PAVING SUBTOTAL $310,030
DRAINAGE SUBTOTAL 510,600
CONTINGENCY 10.0% S32,063
TOTAL PAVING ESTIMATE 5352,693
COST PER LANE-MILE $470,257
PROJECT •
EB-5-2B
EXHIBIT "B-5-3"
rM
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS
25TH ST.NW(MCCANDLESS AVE.SOUTH TO MARCIE AVE.)
WATERLINE REPLACEMENTS
ACCOUNT • ECHECKED BY DATE
STIMATOR
OFF03041 CB RK i September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT I:WATERLINE REPLACEMENT
1 6"PVC DR 14 Water Main 50 LF $21.00 $1,050
2 8"PVC DR 14 Water Main 2,080 LF $23.00 $47,840
3 10"PVC DR 14 Water Main 50 LF $28.00 $1,400
4 6"Gate Valve and Box 2 EA $400.00 $800
5 8"Gate Valve and Box 4 EA $650.00 $2,600
6 Cast/Ductile Iron Fittings 1 TON $3,000.00 $3,000
7 1"Water Service Lateral Taps 72 EA $250.00 $18,000
8 1"Copper Water Service 2,160 LF $14.00 $30,240
9 Class"A"Meter Box 72 EA $110.00 $7,920
10 Fire Hydrant 2 EA $1,500.00 $3,000
11 Remove&Salvage Existing Fire Hydrant 2 EA $350.00 $700
12 Temporary Pavement Repair 2,280 LF $7.00 $15,960
13 Permanent Pavement Repair 100 LF $35.00 $3,500
14 2"Temporary Service Line includin Fittings 1 LS $3,000.00 $3,000
15 Remove&Salvage Existing 6"Gate Valve 3 EA $230.00 $690
SUBTOTAL $139,700
CONTINGENCY 10.0% $13,970
TOTAL WATER COST $153,670
PROJECT •
EB-5-3
EXHIBIT "B-5-4"
rM
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS
26TH ST.NW(TITUS ST.SOUTH TO ROCK ISLAND AVE.)
WATERLINE REPLACEMENTS
ACCOUNT NO. ESTIMATOR CHECKED BY DATE
OFF03041 I CB RK September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT I:WATERLINE REPLACEMENT
1 6"PVC DR 14 Water Main 50 LF $21.00 $1,050
2 8"PVC DR 14 Water Main 1,330 LF $23.00 $30,590
3 10"PVC DR 14 Water Main 50 LF $28.00 $1,400
4 6"Gate Valve and Box 4 EA $400.00 $1,600
5 8"Gate Valve and Box 2 EA $650.00 $1,300
6 10"Gate Valve and Box 1 EA $1,050.00 $1,050
7 Cast/Ductile Iron Fittings 1 TON $3,000.00 $3,000
8 1"Water Service Lateral Taps 48 EA $250.00 $12,000
9 1"Copper Water Service 1,440 LF $14.00 $20,160
10 Class"A"Meter Box 48 EA $110.00 $5,280
11 Fire Hydrant 2 EA $1,500.00 $3,000
12 Remove&Salvage Existing Fire Hydrant 2 EA $350.00 $700
13 Temporary Pavement Repair 1,480 LF $7.00 $10,360
14 Permanent Pavement Repair 60 LF $35.00 $2,100.
15 2"Temporary Service Line including Fittings 1 LS $2,000.00 $2,000
16 Remove&Salvage Existing 10"Gate Valve 1 EA $500.00 $500
17 Remove&Salvage Existing 6"Gate Valve 31 EA 1 $230.00 1 $690
SUBTOTAL $96,780
1CONTINGENCY1 10.0%1 $9,678
TOTAL WATER COST 1 $106,458
PROJECT TOTALS106,458,
EB-5-4
EXHIBIT "B-5-5"
rM
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE•NICHOLS ALLEY BETWEEN 26TH ST.NW AND AZLE AVE.(MCCANDLESS AVE.SOUTH TO ROBINSON ST.)
(L-1580(STA 0+00 TO STA 9+17)
SEWER REPLACEMENTS
ACCOUNT • ESTIMATOR CHECKED BY DATE
OFF03041 CB RK September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT I:SEWER REPLACEMENT STA 0+00 TO STA.9+17
1 4"Sanitary Sewer Service Line 340 LF $22.00 $7,480
2 8"PVC Sanitary Sewer Pie All Depths) 917 LF $30.00 $27,510
3 4"Sanitary Sewer Service Tap 34 EA $250.00 $8,500
4 Two-Way Sanitary Sewer Clean-Out 34 EA $400.00 $13,600
5 Std.4'Dia.SSMH 0-6" 3 EA $1,800.00 $5,400
6 Additional Depth Over 6' Standard 4'Diameter Manhole 6 VF $125.00 $750
7 Remove Standard 4'Dia.Manhole 3 EA $500.00 $1,500
8 Concrete Manhole Collars 3 EA $250.00 $750
9 Watertight Gasketed Manhole Insert 3 EA $100.00 $300
10 Temporary Pavement Repair 40 LF $7.00 $280
11 Permanent Pavement Repair 10 LF $50.00 $500
12 Post-Construction Television Inspection of SS Pie 917 LF $2.00 $1,834
13 Trench Safety 917 LF $2.00 $1,834
14 Vacuum Testing of SS Manhole 3 EA $120.00 $360
SUBTOTAL $70,598
]CONTINGENCY1 10.07% $7,060
TOTAL-SANITARY SEWER $77,658
PROJECTTOTAL $77,658
EB-5-5
EXHIBIT "B-5-6"
rM
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS ALLEY BETWEEN 25tH ST.NW AND 26TH ST.NW(ROCK ISLAND AVE.SOUTH TO ROBINSON ST.)
(L-4725(STA 6+60 TO STA 12+78))
SEWER REPLACEMENTS
ACCOUNT • ECHECKED BY DATE 7
STIMATOR
OFF03041 CB RK September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT I:SEWER REPLACEMENT STA 6+60 TO STA.12+78
1 4"Sanitary Sewer Service Line 240 LF $22.00 $5,280
2 8"PVC Sanitary Sewer Pie All Depths) 618 LF $30.00 $18,540
3 4"Sanitary Sewer Service Tap 24 EA $250.00 $6,000
4 Two-Way Sanitary Sewer Clean-Out 24 EA $400.00 $9,600
5 Std.4'Dia.SSMH 0-6" 3 EA $1,800.00 $5,400
6 Additional Depth Over 6'(Standard 4'Diameter Manhole) 6 VF $125.00 $750
7 Remove Standard 4'Dia.Manhole 2 EA $500.00 $1,000
8 Concrete Manhole Collars 3 EA $250.00 $750
9 Watertight Gasketed Manhole Insert 3 EA $100.00 $300
10 Permanent Pavement Repair 10 LF $50.00 $500
11 Post-Construction Television Inspection of SS Pipe 618 LF $2.00 $1,236
12 ITrench Safety 618 LF $2.00 $1,236
13 IVacuum Testing of SS Manhole 3 EA $120.00 $360
SUBTOTAL Sb0,952
]CONTINGENCY1 16.0%1 $5,095
TOTAL-SANITARY SEWER 1 $56,047
PROJECT0•
EB-5-6
EXHIBIT "B-5-7"
rM
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COST
FREESE-NICHOLS MCCANDLESS AVE.AND 26TH ST.NW(25TH ST.NW SOUTH TO ROCK ISLAND AVE.)
(L-4726(STA 0+00 TO 5+78))
SEWER REPLACEMENTS
ACCOUNT • ESTIMATOR CHECKED BY DATE
OFF03041 CB RK September 2,2004
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
UNIT I:SEWER REPLACEMENT STA.0+00 TO 5+78
1 4"Sanitary Sewer Service Line 480 LF $22.00 $10,560
2 8"PVC Sanitary Sewer Pie All Depths 578 LF $30.00 $17,340
3 4"Sanitary Sewer Service Tap 8 EA $250.00 $2,000
4 Two-Way Sanitary Sewer Clean-Out 8 EA $400.00 $3,200
5 Std.4'Dia.SSMH 0-6" 3 EA $1,800.00 $5,400
6 Additional Depth Over 6' Standard 4'Diameter Manhole 4 VF $125.00 $500
7 Remove Standard 4'Dia.Manhole 2 EA $500.00 $1,000
8 Concrete Manhole Collars 3 EA $250.00 $750
9 Watertight Gasketed Manhole Insert 3 EA $100.00 $300
10 Temporary Pavement Repair 588 LF $7.00 $4,116
11 Permanent Pavement Repair 198 LF $50.00 $9,900
12 Pre-Construction Television Inspection and Cleaning 578 LF $3.00 $1,734
13 Post-Construction Television Inspection of SS Pie 578 LF $2.00 $1,156
14 Trench Safety 578 LF $2.00 $1,156
15 Vacuum Testing of SS Manhole 3 EA $120.00 $360
SUBTOTAL $59,472
CONTINGENCY10.0% $5,947
TOTAL-SANITARY SEWER $65,419
PROJECT •
EB-5-7
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND
ATTACHMENT A
DESIGN OF STREET RECONSTRUCTION,WATER AND SANI'T'ARY SEWER
REPLACEMENT ON NW 26TH STREET(ROBINSON TO TITUS)AND NW 25TH STREET
(MACIE TO MCCANDLESS)
There are no changes and amendments to Standard Agreement and Attachment A.
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ATTACHMENT D-1
DESIGN STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON
NW 26TH STREET(ROBINSON TO TITUS)AND NW 25TH STREET (MACIE TO MCCANDLESS)
Schedule
City of Fort Worth
DOE:
Roadway Project No.
PROJECTED ACTUAL
ID Task Name Duration Start Finish Duration Start Finish
1 Notice to Proceed 0 days Sun 8/1/04 Sun 8/1/04
2 *Survey(Provided by the Cit ) 25 days Sun 8/1/04 Wed 8/25/04
3 Design Phase 175 days Wed 8/25/04 Wed 2/16/05
4 Conceptual Engineering 45 days Wed 8/25/04 Sat 10/9/04
5 Pre-Design Coordination Meeting 0 days Wed 8/25/04 Wed 8/25/04
6 Conceptual Engineering Plans (30%) 30 days Thu 8/26/04 Fri 9/24/04
7 30% Conceptual Plan Submittal 0 days Fri 9/24/04 Fri 9/24/04
8 City of Fort Worth Review 10 days Sat 9/25/04 Mon 10/4/04
9 Project Review Meeting 0 days Mon 10/4/04 Mon 10/4/04
10 Neighborhood Meeting 0 days Mon 10/4/04 Mon 10/4/04
11 Address DOE/ Citizen Comments 5 days Tue 10/5/04 Sat 10/9/04
12 ISubmit Plans to Utility Companies 0 days Sat 10/9/04 Sat 10/9/04
13 Preliminary Engineering 130 days Sun 10/10/04 Wed 2/16/05
14 Preliminary Plans and Specs (60%) 60 days Sun 10/10/04 Wed 12/8/04
15 60% Preliminary Plan Submittal 10 days Thu 12/9/04 Sat 12/18/04
16 Franchise Utility Relocations 60 days Sun 12/19/04 Wed 2/16/05
17 City of Fort Worth Review 10 days Sun 12/19/04 Tue 12/28/04
18 Project Review Meeting 0 days Tue 12/28/04 Tue 12/28/04
19 Final Engineering 20 days Wed 12/29/04 Mon 1/17/05
20 Prepare (90%) Plans and Specifications 15 days Wed 12/29/04 Wed 1/12/05
21 60% Preliminary Plan Submittal 0 days Wed 1/12/05 Wed 1/12/05
22 City of Fort Worth Review 5 days Wed 12/29/04 Sun 1/2/05
23 Project Review Meeting 0 days Sun 1/2/05 Sun 1/2/05
24 Incorporate Final DOE Comments 10 days Mon 1/3/05 Wed 1/12/05
25 Submit Final Plans and Specs (100%) 0 days Wed 1/12/05 Wed 1/12/05
26 Circulate Plans for Signatures 5 days Thu 1/13/05 Mon 1/17/05
27 Construction Phase 265 days Mon 1/17/05 Sun 10/9/05
28 Pre-Construction Assistance 35 days Mon 1/17/05 Mon 2/21/05
29 Advertise Project 0 days Mon 1/17/05 Mon 1/17/05
30 Advertisement Duration 15 days Tue 1/18/05 Tue 2/1/05
31 Open Bids 0 days Tue 2/1/05 Tue 2/1/05
32 M&C Circulation Process 15 days Wed 2/2/05 Wed 2/16/05
33 Council Award 0 days Wed 2/16/05 Wed 2/16/05
34 Execute Contract Documents 5 days Thu 2/17/05 Mon 2/21/05
35 Pre-Construction Neighborhood Meeting 0 days Mon 2/21/05 Mon 2/21/05
36 Pre-Construction Meeting 0 days Mon 2/21/05 Mon 2/21/05
37 1 Project Construction 230 days Tue 2/22/05 Sun 10/9/05
38 Water and Sewer Construction 50 days Tue 2/22/05 Tue 4/12/05
39 Paving and Drainage Construction 180 days Wed 4/13/05 Sun 10/9/05
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ATTACHMENT E-1
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SCALE: 1"=400'
rimCITY OF FORT WORTH
STREET RECONSTRUCTION ON NW 26TH STREET(ROBINSON TO TITUS)
Fres®and Nichols AND NW 25TH STREET (MACIE TO MCCANDLESS)
4055 IM*rnolionoi Ploxo,Sof(e 200
Farl Worth,TX76109-4S 95
Pnone .(817)735-7300
Foa-(817)735-7491
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LEGEND
S2030-412 PROP. "OPEN CUT"
COUNCIL DISTRICT NO. 2 PROP. "TRENCHLESS" ----
MAPSCO NOS. 61C PROP. MANHOLE •
ATTACHMENT E-2
L-1580 PROPOSED 8" SS
SEWER IMPROVEMENTS
ALLEY BETWEEN 26TH ST, NW AND AZLE AVE.
(MCCANDLESS AVE. SOUTH TO ROBINSON ST.)
LOPEZGARCIA GROUP FART WORTH
6850ManhaltanBoulevard (B 17)446-1800
Suite 300 IS 17)4469113 Fax
Fort WonhTexas 76120 (817)479-9620Metro
www lopezgardagroup.com
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LEGEND
S2030-412 PROP. "OPEN CUT"
COUNCIL DISTRICT NO. 2 PROP, "TRENCHLESS" ----------
MAPSCO NOS. 61C PROP. MANHOLE •
ATTACHMENT E-3
L-4725 PROPOSED 8" SS
SEWER IMPROVEMENTS
ALLEY BETWEEN 25TH ST. NW AND 26TH ST. NW
(ROCK ISLAND AVE. SOUTH TO ROBINSON ST.)
LOPEZGARCIA GROUP FORT WORTH
WO Manhattan Boulevard (81n446.1800
Suite 300 (81 7)446-1113 Fax
Fort Wofdr,Tom 76120 J8110-9620 Metro
WWWJOwgardagroupcom
—004MLM.KH 5027SIDGi E.Mbit.\E3S•L4725.dsn 04i 01 33 PM 06/10/2004
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LEGEND
S2030-412 PROP. "OPEN CUT"
COUNCIL DISTRICT NO. 2 PROP. "TRENCHLESS -------
MAPSCO NOS. 6113, -C PROP. MANHOLE •
ATTACHMENT E-4
L-4726 PROPOSED 8" SS
SEWER IMPROVEMENTS
MCCANDLESS AVE. AND 26TH ST. NW
(25TH ST. NW SOUTH TO ROCK ISLAND AVE.)
L❑F'EZ GROUP FoRTWORTH
6850 Manhattan Boulevardlevard {817)446-1800
5uite 300 (817)446-1113 Fax
FortKonh Texas 76120 (81 7)4249620 Metro
www.lopugardagroup.com
—004MDN., 50275\DGME.hi Dit•\E4S-L&726.dg� 0a.02.15 P4 06/10/2004
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LEGEND
PROP. "OPEN CUT"
COUNCIL DISTRICT NO. 2 PROP. "TRENCHLESS-- ----------
MAPSCO NO. 61B, —C PROP. VALVE ►t
PROP. HYDRANT
PROP. REDUCER
ATTACHMENT E-5
PROPOSED 8" WL
WATER MAIN IMPROVEMENTS
25TH ST. NW (MCCANDLESS AVE. SOUTH TO MACIE AVE.)
LOPEZGROUP FORT WORTH
• 6850 Manhattan Boulevardlevard (817)4461800
Suite 300 (817)4461113 Fax
Fort Waith,Texas 76120 (817)479-9620 Metro
wwwJopezgaidagroup.com
1-\C04MLJN.KH 5027S\OGN�E.h1b1t•\E5w-8*L 25TH.de,
04.03.29 PN06/10/2004
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LEGEND
PROP. "OPEN CUT"
COUNCIL DISTRICT N0. 2 PROP. "TRENCHLESS" ---------'
MAPSCO NO. 47X, -Y, 61C PROP. VALVE ►�
PROP. HYDRANT
PROP. REDUCER t
ATTACHMENT E-6
PROPOSED 8" WL
WATER MAIN IMPROVEMENTS
26TH ST. NW (TITUS ST. SOUTH TO ROCK ISLAND AVE.)
L O F'EZ G R I]U P FoRTWORTH
6850 Manhattan Boulevardlevard (817J446.1800
Suite 300 (81 7)446-1113 Fax
Fort Worth,Texas 76120 (811429-9620 Matto
wwwJopezgardagw.com
�C04Mtrry.KH 302761.DGMEwr+1°it•\E6M-8V& 26TH,dgm 04.04.03 PM 06/r0/7c-.
Page f of 2
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 9/7/2004
DATE: Tuesday, September 07, 2004
LOG NAME: 30CIPNVI/26 REFERENCE NO.: *"C-20258
SUBJECT:
Engineering Agreement with Freese & Nichols, Inc. for DOE Project No. 4567
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering agreement
with Freese & Nichols, Inc. for DOE Project No. 4567.
DISCUSSION:
The 2004 Capital Improvement Program (CIP) includes funds for DOE Project No. 4567. DOE Project No.
4567 consists of pavement reconstruction of NW 26th Street (Robinson Street to Titus Street) and NW 25th
Street(Macie Street to McCandless Street).
The engineering agreement is for of the preparation of plans and specifications for pavement reconstruction
and water and sanitary sewer main replacement for the above identified streets.
Freese & Nichols, Inc. proposes to perform the necessary design work for a lump sum fee of$107,452. City
staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount $58,250 (water: $11,666; sewer: $15,199; and streets: $31,385) is
required for project management by the Engineering Department.
Freese and Nichols, Inc. is in compliance with the City's M/WBE Ordinance by committing to 34% M/WBE
participation. The City's goal on the project is 22%.
This project is located in COUNCIL DISTRICT 2, Mapsco 47X and Y; and 61 B and C.
http://www.cfwnet.org/counci]_packet/Reports/mc_print.asp 9/9/2004
Page 2 of 2
S
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the
Water and Sewer Capital Project Funds and the Street Improvements Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
P264 531200 602170001431 $7,596.90
P264 531200 602170001432 $15,193.80
P264 531200 602170001433 $2,532.30
P274 531200 702170001431 $5,795.10
P274 531200 702170001432 $11,590.20
P274 531200 702170001433 $1,931.70
C200 531200 202400001431 $18.843.60
C200 531200 202400001432 $37687.20
C200 531200 202400001433 $6,281.20
Submitted for City Manager's Office by: Marc Ott (8476)
OnQ"inating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: A. Douglas Rademaker(6157)
http://www.cfwnet.org/counciI_packet/Reports/mc_print.asp 9/9/2004