HomeMy WebLinkAboutContract 29668 CITY OF FORT WORTH, TEXAS CITY SECRETARY
STANDARD AGREEMENT FOR ENGINEERING��hVT No . L
This AGREEMENT is between the City of Fort Worth (the "CITY"), and Huitt-Zollars,
Inc., (the "ENGINEER"), for a PROJECT generally described as: Sanitary Sewer
Extensions to Serve South Seminary Addition.
Article I
Scope of Services
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A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENG INEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
(3) Upon completion of services enumerated in Article I, the final payment of any
balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so contested
will be withheld from payment, and the undisputed portion will be paid. The
CITY will exercise reasonableness in contesting any bill or portion thereof.
No interest will accrue on any contested portion of the billing until mutually
resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested
in good faith within 60 days of the amount due, the ENGINEER may, after
giving 7 days' written notice to CITY, suspend services under this
AGREEMENT until paid in full, including interest. In the event of suspension
of services, the ENGINEER shall have no liability -GT-Y fo€ delays or
damages caused the CITY because of such suspensi 4ie�riCe ,;7
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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 furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree of
skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time such
services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work to
be performed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations shall
be furnished by the CITY, unless otherwise specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points
and sample intervals and at locations other than where observations,
exploration, and investigations have been made. Because of the inherent
uncertainties in subsurface evaluations, changed or unanticipated
underground conditions may occur that could affect the total PROJECT cost
and/or execution. These conditions and costlexecution 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 o114
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the
CITY and/or the CITY's construction contractors or other entities, and do not
relieve the construction contractors or any other entity of their obligations,
duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction work in
accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the
progress or quality of the completed work on the PROJECT or to determine,
in general, if the work on the PROJECT is being performed in a manner
indicating that the PROJECT, when completed; will be in accordance with the
Contract Documents, nor shall anything in the Contract Documents or the
agreement between CITY and ENGINEER be construed as requiring
ENGINEER to make exhaustive or continuous on-site inspections to discover
latent defects in the work or otherwise check the quality or quantity of the
work on the PROJECT. If, for any reason, the ENGINEER should make an
on-site observation(s), on the basis of such on-site observations, if any, the
ENGINEER shall endeavor to keep the CITY informed of any deviation from
the Contract Documents coming to the actual notice of ENGINEER regarding
the PROJECT.
(3) When professional certification of performance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth
in the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, Financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no control
over cost or price of labor and materials; unknown or latent conditions of
existing equipment or structures that may affect operation or maintenance
costs; competitive bidding procedures and market conditions; time or quality
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 exact location,
type of various components, or exact manner in which the PROJECT was finally
constructed. The ENGINEER is not responsible for any errors or omissions in the
information from others that is incorporated into the record drawings.
I. Minority and Woman Business Enterprise (M/WBE) participation
In accord with City of Fort Worth Ordinance No. 15530, the City has goals for the
participation of minority business enterprises and woman business enterprises in
City contracts. Engineer acknowledges the M/WBE goal established for this contract
and its commitment to meet that goal. Any misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Engineer may
result in the termination of this agreement and debarment from participating in City
contracts for a period of time of not less than three (3) years.
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 subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of three (3) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that the
CITY shall have access during normal working hours to all subconsultant
facilities, and shall be provided adequate and appropriate work space, in
order to conduct audits in compliance with the provisions of this article
together with subsection (3)hereof. CITY shall give 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 certificates) of insurance documenting policies
of the following coverage at minimum limits that are to be in effect prior to
commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage
if written on a split limits basis). Coverage shall be on any vehicle used
in the course of the PROJECT.
Worker's Compensation
Coverage A: statutory limits
Coverage B: $100,000 each accident
$500,000 disease - policy limit
$100,000 disease - each employee
Professional Liability
$1,000,000 each claim/annual aggregate
ENGINEERING CONTRACT
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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 CIT-Y— approves such
exclusions.
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Y�4C.
(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 CITY in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
ENGINEERING CONTRACT
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0. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the ENGINEER
should have been aware of at the time this Agreement was executed, the
ENGINEER shall revise plans and specifications, as required, at its own cost and
expense. However, if design changes are required due to the changes in the
permitting authorities' published design criteria and/or practice standards criteria
which are published after the date of this Agreement which the ENGINEER could
not have been reasonably aware of, the ENGINEER shall notify the CITY of such
changes and an adjustment in compensation will be made through an amendment to
this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furnished Data
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on the PROJECT. The
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will perform,
at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITY's
personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange,
and pay for all advertisements for bids; permits and licenses required by local, state,
or federal authorities; and land, easements, rights-of--way, and access necessary for
the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and other
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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
N.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for contractor's
negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering
services performed. Only the CITY will be the beneficiary of
any undertaking by the ENGINEER."
ENGINEERING CONTRACT
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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 CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is maintained
at the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required or
requested assistance to support, prepare, document, bring, defend, or 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 u i tof 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 govem 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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i
$50,000, exclusive of attorney's fees, costs and expenses, will be final,
judgment may be entered thereon in any court having jurisdiction, and will not
be subject to appeal or modification except to the extent permitted by
Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and
11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and
expenses, may be litigated by either party on a de novo basis. The award
shall become final ninety (90) days from the date same is issued. If litigation
is filed by either party within said ninety (90) day period, the award shall
become null and void and shall not be used by either party for any purpose in
the litigation.
K. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason to be
invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability will not affect any other provision, and this AGREEMENT shall be
construed as if such invalid, illegal, or unenforceable provision had never been
contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. 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 day of , 2003. r
r
ATTEST: Cl O - T
By:
Marc. A.bit'
City Secretary Assistant City Manager
APPROVAL RECOMMENDED
Contract Authorization
Dat— 2�) ��— 3W e Director,
Douglas Rademaker, P.E.
Director, Engineering Department
APPROVED AS TO FORM
AND LEGALITY
i�
Assistant City Attorney
HUITT-ZOLLARS, INC:
ATTEST: ENGINEER
By:
Edward P. Crouse, P.E.
Vice President
SEMINARY-HUFU
ENGINEERING CONTRACT
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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."
(�FNFRAI
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
-1-
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 pians shall be provided on reproducible mylar or approved plastic
film sheets, or as otherwise approved by the Department of Engineering and shall
become the property of the City. City may use such drawings in any manner it desires;
provided, however that the Engineer shall not be liable for the use of such drawings for
any project other than the project described herein; and further provided, that the
Engineer shall not be liable for the consequences of any changes that are made to the
drawings or changes that are made in the implementation of the drawings without the
written approval of the Engineer.
PHASE 1
7) Right-of-Way, Easement and Land Acquisition Needs
The Engineer shall determine the rights-of-way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with
the necessary right-of-way sketches, prepare necessary easement descriptions for
acquiring the rights-of-way and/or easements for the construction of this project.
Sketches and easement descriptions are to be presented in form suitable for direct use
by the Department of Engineering in obtaining rights-of-way, easements, permits and
licensing agreements. All materials shall be furnished on the appropriate City forms in a
minimum of four (4) copies each.
8) Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans
and Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility Coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits.
The information obtained shall be shown on the conceptual plans. The Engineer shall
show on the preliminary and final plans the location of the proposed utility lines,
existing utility lines, based on the information provided by the utility, and any
adjustments and/or relocation of the existing lines within the project limits. The
Engineer shall also evaluate the phasing of the water, wastewater, street and drainage
work, and shall submit such evaluation in writing to the City as part of this phase of the
project.
-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 streettstorm 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.
-4-
23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill
test reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability
of the work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the
contractor.
-5-
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
FOR
SANITARY SEWER MAIN EXTENSIONS TO SERVE
SOUTH SEMINARY ADDITION
The following is a clarification of the tasks that the ENGINEER will perform under
ATTACHMENT "A". Work under this attachment includes engineering services for sanitary
sewer main extensions for the following.
DOE No. 4109
Sewer Project No. P172-070172131440
SUMMARY
SEWER
STREET Sewer Map Existing Proposed Proposed
No. Size(in.) Replacement Length(ft.)
Size in.
South Seminary Addition 2042-344 None 8 21,100
2048-344
1600 to 1900 Blocks of
Southworth Drive None None 0
Southview Drive None 8 1,750
Ruthdale Drive None 8 1,450
North Lakeside Drive None 8 900
South Lakeside Drive None 0 0
Risinger Road None 8 1,750
9200 to 9600 Blocks of
Crowle Road FM 731 None 8 550
Parkview Drive None 8 2,450
Ronald Drive None 8 2,700
Prairieview Drive None 8 2,800
Claudia Drive None 8 2,250
Sunrise Drive None 8 2,200
Eastview Drive None 8 2,300
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 ensurt � , yy on
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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,
property ownership as available from the Tax Assessor's office.
C. Coordination with Other Agencies
During the concept phase, the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall
also be contacted if applicable, to determine plans for any proposed facilities or
adjustment to existing facilities within the project limits. The information obtained
shall be shown on the concept plans. The ENGINEER shall show the location of
the proposed utility lines, existing utility lines and any adjustments and/or
relocation of the existing lines within the project limits. ENGINEER shall complete
all forms necessary for City to obtain permit letters from TxDOT and railroads
and submit such forms to the City. City shall be responsible for forwarding the
forms to the affected agencies for execution.
2. Monthly Progress Report and Neighborhood Newsletter
a. The ENGINEER shall submit a progress schedule after the design contract is
fully executed. The schedule shall be updated and submitted to the CITY along
with monthly progress report as required under Attachment B of the contract.
b. ENGINEER will prepare a quarterly newsletter detailing the status of the project
for distribution to the affected Neighborhood Association. The newsletter will be
reviewed and approved by the City prior to distribution.
PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information which will be n 'eded fog uge by the
ENGINEER in design and preparation of plans r the project. Information
gathered during the survey shall include topogr phis data, 'elevations of
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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, ENGIIVEER 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
20' wide strip. In addition, locate all rear house corners and building
corners in backyards.
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. The improvements, trees,
fences, walls, etc., horizontally along rear lot lines in an approximately 20'
wide strip. In addition, locate all rear house corners and building comers
in backyards. Compile base plan from field survey data at 1" = 40'
horizontal and 1" = 4' vertical scale.
b. Engineer Will Provide The Following Information:
All plans, field notes, plats, maps, legal descriptions, or other specified
documents prepared in conjunction with the requested services shall be
provided in a digital format compatible with the electronic data collection
and computer aided design and drafting software currently in use by the
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 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 information to be provided in the plans shall include the
following:
1. A Project Control Sheet, showing ALL Control Points, used or set
while gathering data. Generally on a scale of not less than 1:400:
2. The following information about each Control Point:
a) Identified (Existing City Monument#8901, PK Nail, 5/8"
Iron Rod)
b) X, Y and Z Coordinates, in an ide ifred eoordillatc� ,
and a referred bearing base Z co dmate-on City batum,
only. r
EA 1-3 - ---
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C) Descriptive Location (Ex. Set in the centerline of the inlet in
the South curb line of North Side Drive at the East end of
radius at the Southeast corner of North Side Drive and
North Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.1's, Manholes, Valves, etc., in
the same coordinate system, as the Control.
4. No less than two horizontal control points, per line or location.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
ii. Public Notification
Prior to conducting design survey, ENGINEER will notify affected residents of the
project in writing. The notification letter shall be on company letterhead and shall
include the following: project name, limits, DOE project no., Consultant's project
manager 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 110 days after Notice to
Proceed Letter is issued.
b. The ENGINEER shall perform conceptual design of the proposed
improvements and furnish four (4) copies of the concept engineering
plans which include 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 and
provide a summary of findings pertaining to the proposed project.
2. Preliminary Engineering
Upon approval of Part B, Section 1, 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 which show he following; Proposed
water and/or sanitary sewer plan/profile and recommen d pipe size, fire
EA 1-4 - - --- _ -
HAprollBUS_DEV\CIVIL\South Seminary\EXHIBIT A-1REV.doc
hydrants, water service lines and meter boxes, gate valves, isolation valves 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, Section 1. Conflicts shall be resolved where pipelines are
to be rehabilitated on the same line segment. Base sheets shall reference
affected or adjacent streets. Where open-cut construction is anticipated, below
and above ground utilities will be located and shown on the base sheets.
d. Existing utilities and utility easements will be shown on the plan and profile
sheets. ENGINEER will coordinate with utility companies and the City of Fort
Worth to determine if any future improvements are planned that may impact the
project.
e. The ENGINEER shall make provisions for reconnecting all 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.
f. 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.
g. 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.
h. 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".
i. Utility Clearance Phase.
The ENGINEER will consult with the City's Water Depart ,-Department of
Engineering, and other CITY departments, public utilities private utilities, private
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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 14 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.
j. Preliminary construction plan submittal.
i. Preliminary plans and specifications shall be submitted to City 45 days
after approval of Part B, Section 1.
ii. The ENGINEER shall deliver two (2) sets of preliminary construction
plans and two (2) sets of specifications and contract documents to CITY
for review. Generally, plan sheets shall be organized as follows:
Cover Sheet
Easement layout (if applicable)
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.
k. 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.
I. Public Meeting.
After the preliminary plans have been reviewed and approved by the City,
ENGINEER shall prepare exhibits along with an invitation letter and attend public
meeting to help explain the proposed project to residents. The CITY shall mail
the invitation letters.
3. Final Engineering Plan Submittal
a. Final Construction Documents shall be submitted to CITY 30 days after
approval of Part B, Section 2.
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HApro11BUS_DEV\CIVIL\South Seminary\EXHIBIT A-1 REV.doc
Following CITY approval of the recommended improvements, the ENGINEER
shall prepare final plans and specifications and contract documents to CITY
(each sheet shall be stamped, dated, and signed by the ENGINEER) and submit
two (2) sets of plans and construction contract documents within 15 days of
CITY's final approval. Two (2) sets of plans for the portion of the overall project
that will not be a part of the construction plans will also be submitted. 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
1. 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 phase including preparation and
delivery of addenda to plan holders and responses to questions submitted to the
DOE by prospective bidders. Engineer shall attend the scheduled pre-bid
conference.
The ENGINEER shall assist in reviewing the bids for completeness and
accuracy. The ENGINEER shall attend the project bid opening, develop bid
tabulations in hard copy and electronic format, and submit four (4) copies of the
bid tabulation.
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.
The ENGINEER shall attend the substantial completion and final inspection for
this project, review the post-construction television inspection video tapes, and
prepare a brief final report of the completed project as to compliance with the
ENGINEER's design.
EA 1-7
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i
r
ATTACHMENT "B"
COMPENSATION SCHEDULE
Sanitary Sewer Extensions To Serve South Seminary Addition
DOE No. 4109
Sewer Project No. P172-070172131440
I. Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $169,422 for Basic and
Special Services as summarized in Exhibit "B-3". Payment of the total lump sum fee
shall be considered full compensation for the services described in Attachment"A" and
Exhibit "A-1" for all labor, materials, supplies and equipment necessary to complete the
project.
B. Subcontractor cost shall be reimbursed at the actual invoice cost plus 10%.
C. The ENGINEER shall be paid in monthly partial payments as described in Exhibit "B-1"
upon receipt of invoices submitted by the ENGINEER, based on an estimate of the
percentage of completion of the project, not to exceed the milestone limits described on
Exhibit "B-1".
� L
B-1
HApro118US DEV\CIVIL\South Semnary\EXHIBIT A-1REV.doc
EXHIBIT B-I
(SUPPLEMENT TO ATTACHMENT B)
METHOD OF PAYMENT
Sanitary Sewer Extensions To Serve South Seminary Addition
DOE No. 4109
Sewer Project No. P172-070172131440
I. Method of Payment
The ENGINEER shall be paid monthly upon receipt of an invoice on the basis of statements
prepared from the books and records of account of the ENGINEER, based on the ENGINEER'S
estimate of the percentage of completion of the project, such statements to be verified as to
accuracy and compliance with the terms of this contract by an officer of ENGINEER. Payment
according to statements will be subject to certification by the Director of the Department of
Engineering or his authorized representative that such work has been performed.
The aggregate of such monthly partional payments shall not exceed the following:
Until satisfactory completion of Exhibit A-1, Part B, Section 1 hereunder, a sum not to
exceed 40 percent of the lump sum fee.
Until satisfactory completion of Exhibit A-1, Part B, Section 2 hereunder, a sum not to
exceed 75 percent of the lump sum fee.
Until satisfactory completion of Exhibit A-1, Part B, Section 3 hereunder, a sum not to
exceed 95 percent of the lump sum fee.
Balance of earnings to be due and payable upon delivery to the City of plans and bid documents
for advertising as described in Exhibit A-1, Part C.
Note: If the ENGINEER determines in the course of making design drawings and specifications
that the construction cost estimate of$1,553,352 as estimated in Exhibit "B-4" will be
exceeded, whether by change in scope of the project, increased costs or other
conditions, the ENGINEER shall immediately report such fact to the CITY's Director of
the Department of Engineering and, if so instructed by the Director of the Engineering
Department shall suspend all work hereunder.
EB1-1
HAproJ'\8US_0EV\C1VIL\South Sertnary\EXHIBITA•1REV.doc
EXHIBIT B-2
(SUPPLEMENT TO ATTACHMENT B)
DESIGN FEE COST SUMMARY
Sanitary Sewer Extensions to Serve South Seminary Addition
DOE No. 4109
Sewer Project No. P172-070172131440
Scope of Services Fee M/WBE
Basic Engineering $95,065 $
Citizens Meeting $1,000
Lot Exhibits $3,080
SW PPP $4,000
Bidding Assistance & Pre-Construction Meetings $750
Subconsultants Fees (10%) $5,957
Design Surveys and Mapping $0 $39,970
Aerial Mapping $4200 $0
Easements $0 $9,600
Printing $0 $5,800
Totals $114,052.00 $55,370.00 $169,422.00
%Of
Proposed M/WBE Subconsultants Services Fees
Contract
Lopez-Garcia Group Survey $39,970.00 23.59
Trevino &Associates Printing $5800.00 3.42
Lopez-Garcia Group Easement $9,600.00 5.67
Percentage subtotal 32.68
Proposed Non-M/WBE Subconsultants Services Fees % Of
Contract
Metropolitan Aerial Mapping $4,200.00 2.48
E132-1 E:J
H:lprotlBUS_DEVICNIL\South Semnary\EXHIBIT A-1REV.doc
s
EXHIBIT B-3
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF DESIGN FEE
Sanitary Sewer Extensions to Serve South Seminary Addition
DOE No. 4109
Sewer Project No. P172-070172131440
January 21, 2004
Mr. Tony Sholola, P.E.
Consultant Services Division
Department of Engineering
City of Fort Worth
1000 Throckmorton Street
Fort Worth, Texas 76102-6311
RE: Sanitary Sewer Extensions to Serve South Seminary Addition
DOE No. 4109
Sewer Project No. P172-070172131440
Dear Mr. Sholola:
We appreciate the opportunity to present this proposal and fee schedule for your consideration.
Attached please find construction cost estimates, schedule, and exhibits depicting the scope of
work.
We propose to complete the proposed work in accordance with the following fee schedule.
Estimated Construction Costs for All Lines = $1,553,352
Basic Engineering Fee based on % of construction (T.S.P.E. Curve %) x 85%
T.S.P.E. Curve % x 85% x Estimated Construction Cost= Basic Design Fee
7.20% x 85% x$1,553,352 = $95,065
EB3-1
HAproJ1BUS_DEVUVIL1South Seminary\EXHIBIT A-1 REV.doc
Exhibit B-3
Mr. Tony Sholola, P.E.
Consultant Services Division
Page 2
January14, 2004
Basic Engineering $ 95,065.00
Citizens Meeting 1,000.00
Design Surveys & Mapping 44,170.00
Special Services
Easement Preparation (16 @ $600 each) 9,600.00
SWPPP Preparation 4000.00
Lot Exhibits (56 @ $55 each) 3,080.00
Reproduction
20 sets of preliminary& 4 sets of Final plans ($2/sheet)'` 11,800.00
50 sets of Final Construction Plans ($2/sheet) 2,500.00
50 sets of Specifications ($30 each) 1,500.00
*Estimated Using 45 Sheets Per Plan Set
Construction Services
Bidding Assistance & Pre-Construction Meetings 750.00
Sub-consultant's Fee (10%) 5957.00
TOTAL $169,422
We will be using Lopez Garcia Group for Field Surveying and Trevino and Associates for
printing construction plans and specifications. This will result in a 32.68% portion of the contract
that will be performed by approved M/WBE firms, which will exceed the target of 27%
If you have any questions, or require additional information, please call me at 817-335-3000.
Sincerely,
HUITT-ZOLLARS, INC.
4v"'V�- L?e��
Edward P. Crouse, P.E.
Vice President
E133-2
H:XproIIBUS_DEV\CIVIL\South Seninary\EXHIBIT A-1 REV.doc
ATTACHMENT "C"
CHANGES AND AMENDEMENTS TO STANDARD AGREEMENT AND ATTTACHMENT A
Sanitary Sewer Extensions to Serve South Seminary Addition
DOE No. 4109
Sewer Project No. P172-070172131440
There are no changes and amendments to Standard Agreement and Attachment A.
C-1
H:\protlBUS_DEV\CIVIUSouth Seminary\EXHIBIT A-1REV.doc
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Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
` SUPPLEMENT TO EXHIBIT B-4
SOUTH SEMINARY ADDITION
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST SUMMARY
TOTAL FOR ALL STREETS
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanitary Sewer
ITEM NO, DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 21100 $ 30.00 $ 633,000.00
2 4"TAP&SERVICE EA 56 $ 300.00 $ 16,800.00
3 4"SEWER SERVICE LINE LF 1400 $ 18.00 $ 25,200.00
4 6"SEWER SERVICE Line LF p $ 25.00 $ -
5 4'DIA.MH TO 6'DEPTH EA 66 $ 1,600.00 $ 105,600.00
6 SHALLOW CONE MH EA 0 $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 264 $ 133.00 $ 35,112.00
8 WATER TIGHT MANHOLE INSERT EA 64 $ 69.00 $ 41416.00
9 CONC COLLAR EA 64 $ 200.00 $ 12,800.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF 24 $ 180.00 $ 4,320.00
11 VACUUM TEST MANHOLE EA 64 $ 121.00 $ 7,744.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 9 $ 1,100.00 $ 9,900.00
13 TRAFFIC CONTROL St 0 $ 200,00 $
14 REMOVE&REPLACE EXIST. CONC.WALK SY 72 $ 28.00 $ 2,016.00
15 REMOVE&REPLACE EXIST. CONC. DRIVE SY 1755 $ 28.00 $ 49,140.00
16 REMOVE&REPLACE CONCRETE CURB LF 95 $ 24.00 $ 2,280.00
17 CONC. ENCASEMENT CY 55 $ 100.00 $ 5,500.00
18 PERMANENT ASPH. PAVEMENT REPAIR LF 10275 $ 30.00 $ 308,250.00
19 PERMANENT CONC. PAVEMENT REPAIR LF 2470 $ 45.00 $ 111,150.00
20 TEMP.ASPH. PAVEMENT REPAIR LF 470 $ 8.00 $ 3,760.00
21 TRENCH SAFETY SYSTEM LF 21100 $ 1.00 $ 21,100.00
22 POST TV INSPECTION LF 21100 $ 2.00 $ 42,200.00
23 2-WAY SERVICE CLEANOUTS EA 56 $ 125.00 $ 7,000.00
24 12"GROUTED ROCK RIP-RAP SY 85 $ 10.00 $ 850.00
25 HYDROMULCHING FOR SEWER SERVICE LF 0 $ 3.00 $ -
26 GRASS SODDING FOR SEWER SERVICE LF 0 $ 5.00 $ -
27 BOLTED DOWN MANHOLE COVER EA 10 $ 400.00 $ 4,000.00
28 EROSION CONTROL ST 0 $ 250.00 $ -
SUBTOTAL $ 1,412,138.00
10%CONTINGENCIES $ 141,213.80
SEWER TOTAL $ 1,553,351.80
Exhibit B-4A 1 of 12
Huitt-Zollars, Inc. EXHIBIT 134A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
PARK VIEW DRIVE BLKS 9200 TO 9600
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 2450 $ 30.00 $ 73,500.00
2 4"TAP&SERVICE EA 22 $ 300.00 $ 6,600.00
3 4"SEWER SERVICE LINE LF 550 $ 18.00 $ 9,900.00
4 6"SEWER SERVICE Line LF $ 25.00 $
5 4'DIA. MH TO 6'DEPTH EA 7 $ 1,600.00 $ 11,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 28 $ 133.00 $ 3,724.00
8 WATER TIGHT MANHOLE INSERT EA 7 $ 69.00 $ 483.00
9 CONC COLLAR EA 7 $ 200.00 $ 1,400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 $
11 VACUUM TEST MANHOLE EA 7 $ 121.00 $ 847.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $ . -
14 REMOVE&REPLACE EXIST.CONC.WALK SY 22 $ 28.00 $ 616.00
15 REMOVE&REPLACE EXIST,CONC. DRIVE SY 75 $ 28.00 $ 2,100.00
16 REMOVE&REPLACE CONCRETE CURB LF 50 $ 24.00 $ 1,200.00
17 CONC. ENCASEMENT CY 5 $ 100.00 $ 500.00
18 PERMANENT ASPH. PAVEMENT REPAIR LF 1400 $ 30.00 $ 42,000.00
19 PERMANENT CONC. PAVEMENT REPAIR LF 1050 $ 45.00 $ 47,250.00
20 TEMP.ASPH, PAVEMENT REPAIR LF $ 8.00 $ -
21 TRENCH SAFETY SYSTEM LF 2450 $ 1.00 $ 2,450.00
22 POST TV INSPECTION LF 2450 $ 2.00 $ 4,900.00
23 2-WAY SERVICE CLEANOUTS EA 22 $ 125.00 $ 2,750.00
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $ -
27 BOLTED DOWN MANHOLE COVER EA $ 400.00 $ -
28 EROSION CONTROL ST $ 250.00
SUBTOTAL SECTION $ 212,520.00
10%CONTINGENCIES $ 21,252.00
STREET TOTAL $ 233,772.00
Exhibit B-4A 2 of 12
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
RONALD DRIVE BLKS 9200 TO 9600
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanitary Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8" PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 2700 $ 30.00 $ 81,000.00
2 4"TAP&SERVICE EA 7 $ 300.00 $ 2,100.00
3 4"SEWER SERVICE LINE LF 175 $ 18.00 $ 3,150.00
4 6"SEWER SERVICE Line LF $ 25.00 $ -
5 4'DIA.MH TO 6'DEPTH EA 7 $ 1,600.00 $ 11,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 28 $ 133.00 $ 3,724.00
8 WATER TIGHT MANHOLE INSERT EA 7 $ 69.00 $ 483.00
9 CONC COLLAR EA 7 $ 200.00 $ 1,400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 $ -
11 VACUUM TEST MANHOLE EA 7 $ 121.00 $ 847.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $ -
14 REMOVE&REPLACE EXIST, CONC.WALK SY 7 .$ 28.00 $ 196.00
15 REMOVE&REPLACE EXIST. CONC.DRIVE SY 15 $ 28.00 $ 420.00
16 REMOVE&REPLACE CONCRETE CURB LF $ 24.00 $ -
17 CONC. ENCASEMENT CY 10 $ 100.00 $ 1,000.00
18 PERMANENT ASPH. PAVEMENT REPAIR LF 1750 $ 30.00 $ 52,500.00
19 PERMANENT CONC. PAVEMENT REPAIR LF 30 $ 45.00 $ 1,350.00
20 TEMP.ASPH. PAVEMENT REPAIR LF $ 8.00 $ -
21 TRENCH SAFETY SYSTEM LF 2700 $ 1.00 $ 2,700.00
22 POST TV INSPECTION LF 2700 $ 2.00 $ 5,400.00
23 2-WAY SERVICE CLEANOUTS EA 7 $ 125.00 $ 875.00
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $
27 BOLTED DOWN MANHOLE COVER EA $ 400.00 $
28 EROSION CONTROL ST $ 250.00
SUBTOTAL SECTION $ 169,445.00
10%CONTINGENCIES $ 16,944.50
STREET TOTAL $ 186,389.50
Exhibit B 4A of 12
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
PRAIRIE VIEW DRIVE BLKS 9200 TO 9600
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 2800 $ 30.00 $ 84,000.00
2 4"TAP&SERVICE EA 9 $ 300.00 $ 2,700.00
3 4"SEWER SERVICE LINE LF 225 $ 18.00 $ 4,050.00
4 6"SEWER SERVICE Line LF $ 25.00 $ -
5 4'DIA. MH TO 6' DEPTH EA 7 $ 1,600.00 $ 11,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 28 $ 133.00 $ 3,724.00
8 WATER TIGHT MANHOLE INSERT EA 7 $ 69.00 $ 483.00
9 CONC COLLAR EA 7 $ 200.00 $ 1,400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 $ -
11 VACUUM TEST MANHOLE EA 7 $ 121.00 $ 847.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $ -
14 REMOVE&REPLACE EXIST. CONC.WALK SY 25 $ 28.00 $ 700.00
15 REMOVE&REPLACE EXIST, CONC. DRIVE SY 75 $ 28.00 $ 2,100.00
16 REMOVE&REPLACE CONCRETE CURB LF $ 24.00 $ -
17 CONC. ENCASEMENT CY $ 100.00 $ -
18 PERMANENT ASPH. PAVEMENT REPAIR LF 1050 $ 30.00 $ 31,500.00
19 PERMANENT CONC, PAVEMENT REPAIR LF 30 $ 45.00 $ 1,350.00
20 TEMP.ASPH. PAVEMENT REPAIR LF 250 $ 8.00 $ 2,000.00
21 TRENCH SAFETY SYSTEM LF 2800 $ 1.00 $ 2,800.00
22 POST TV INSPECTION LF 2800 $ 2.00 $ 5,600.00
23 2-WAY SERVICE CLEANOUTS EA 9 $ 125.00 $ 1,125.00
24 12"GROUTED ROCK RIP-RAP SY 35 $ 10.00 $ 350.00
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $ -
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $
27 BOLTED DOWN MANHOLE COVER EA 2 $ 400.00 $ 800.00
�7,SUBTOTAL
EROSION CONTROL ST $ 250.00 $ -SECTION $ 157,829.00
10%CONTINGENCIES $ 15,782,90
STREET TOTAL $ 173,611.90
Exhibit B-4A 4 of 12
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
CLAUDIA DRIVE BLKS 9200 TO 9600
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 2250 $ 30.00 $ 67,500.00
2 4"TAP&SERVICE EA 7 $ 300.00 $ 2,100.00
3 4"SEWER SERVICE LINE LF 175 $ 18.00 $ 3,150.00
4 6"SEWER SERVICE Line LF $ 25.00 $
5 4' DIA. MH TO 6'DEPTH EA 7 $ 1,600.00 $ 11,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 28 $ 133.00 $ 3,724.00
8 WATERTIGHT MANHOLE INSERT EA 7 $ 69.00 $ 483.00
9 CONC COLLAR EA 7 $ 200.00 $ 1,400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 $ -
11 VACUUM TEST MANHOLE EA 7 $ 121.00 $ 847.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $ -
14 REMOVE&REPLACE EXIST.CONC.WALK SY 8 $ 28.00 $ 224.00
15 REMOVE&REPLACE EXIST.CONC. DRIVE SY 15 $ 28.00 $ 420.00
16 REMOVE&REPLACE CONCRETE CURB LF 5 $ 24.00 $ 120.00
17 CONC. ENCASEMENT CY 10 $ 100.00 $ 1,000.00
18 PERMANENT ASPH. PAVEMENT REPAIR LF 1100 $ 30.00 $ 33,000.00
19 PERMANENT CONC. PAVEMENT REPAIR LF 30 $ 45.00 $ 1,350.00
20 TEMP.ASPH. PAVEMENT REPAIR LF 170 $ 8.00 $ 1,360.00
21 TRENCH SAFETY SYSTEM LF 2250 $ 1.00 $ 2,250.00
22 POST TV INSPECTION LF 2250 $ 2.00 $ 4,500.00
23 2-WAY SERVICE CLEANOUTS EA 7 $ 125.00 $ 875.00
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $ -
27 BOLTED DOWN MANHOLE COVER EA 2 $ 400.00 $ 800.00
28 EROSION CONTROL ST $ 250.00 $ -
SUBTOTAL SECTION $ 137,403.00
10%CONTINGENCIES $ 13,740.30
STREET TOTAL $ 151,143.30
Exhibit B-4A 5 of 12
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
SUNRISE DRIVE BLKS 9200 TO 9600
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 2200 $ 30.00 $ 66,000.00
2 4"TAP&SERVICE EA 4 $ 300.00 $ 1,200.00
3 4"SEWER SERVICE LINE LF 100 $ 18.00 $ 1,800.00
4 6"SEWER SERVICE Line LF $ 25.00 $ -
5 4'DIA.MH TO 6'DEPTH EA 7 $ 1,600.00 $ 11,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 28 $ 133.00 $ 3,724.00
8 WATERTIGHT MANHOLE INSERT EA 7 $ 69.00 $ 483.00
9 CONC COLLAR EA 7 $ 200.00 $ 1,400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 $ -
11 VACUUM TEST MANHOLE EA 7 $ 121.00 $ 847.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $ -
14 REMOVE&REPLACE EXIST. CONIC.WALK SY 2 $ 28.00 $ 56.00
15 REMOVE& REPLACE EXIST.CONC. DRIVE SY 15 $ 28.00 $ 420.00
16 REMOVE& REPLACE CONCRETE CURB LF 5 $ 24.00 $ 120.00
17 CONC. ENCASEMENT CY $ 100.00 $ -
18 PERMANENT ASPH. PAVEMENT REPAIR LF 1100 $ 30.00 $ 33,000.00
19 PERMANENT CONC. PAVEMENT REPAIR LF 30 $ 45.00 $ 1,350.00
20 TEMP.ASPH. PAVEMENT REPAIR LF 50 $ 8.00 $ 400.00
21 TRENCH SAFETY SYSTEM LF 2200 $ 1.00 $ 2,200.00
22 POST TV INSPECTION LF 2200 $ 2.00 $ 4,400.00
23 2-WAY SERVICE CLEANOUTS EA 4 $ 125.00 $ 500.00
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $ -
27 BOLTED DOWN MANHOLE COVER EA 2 $ 400.00 $ 800.00
28 EROSION CONTROL ST $ 250.00 $ -
SUBTOTAL SECTION $ 131,000.00
10%CONTINGENCIES $ 13,100.00
STREET TOTAL $ 144,100.00
Exhibit BAA 6 of 12
' Huitt-Zollars, Inc. EXHIBIT B-4A
January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
EASTVIEW DRIVE BLKS 9200 TO 9600
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 2300 $ 30.00 $ 69,000.00
2 4"TAP&SERVICE EA $ 300.00 $ -
3 4"SEWER SERVICE LINE LF $ 18.00 $ -
4 6"SEWER SERVICE Line LF $ 25.00 $ -
5 4' DIA. MH TO 6' DEPTH EA 5 $ 1,600.00 $ 8,000.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 20 $ 133.00 $ 2,660.00
8 WATER TIGHT MANHOLE INSERT EA 5 $ 69.00 $ 345.00
9 CONC COLLAR EA 5 $ 200.00 $ 1,000.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF 0 $ 180.00 $ -
11 VACUUM TEST MANHOLE EA 5 $ 121.00 $ 605.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA $ 1,100.00 $ -
13 TRAFFIC CONTROL St $ 200.00 $ . -
14 REMOVE&REPLACE EXIST.CONC.WALK SY $ 28.00 $ -
15 REMOVE&REPLACE EXIST.CONC. DRIVE SY $ 28.00 $ -
16 REMOVE&REPLACE CONCRETE CURB LF $ 24.00 $ -
17 CONC. ENCASEMENT CY $ 100.00 $ -
18 PERMANENT ASPH. PAVEMENT REPAIR LF $ 30.00 $ -
19 PERMANENT CONC. PAVEMENT REPAIR LF $ 45.00 $ -
20 TEMP.ASPH. PAVEMENT REPAIR LF $ 8.00 $
21 TRENCH SAFETY SYSTEM LF 2300 $ 1.00 $ 2,300.00
22 POST TV INSPECTION LF 2300 $ 2.00 $ 4,600.00
23 2-WAY SERVICE CLEANOUTS EA $ 125.00 $ -
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $ -
27 BOLTED DOWN MANHOLE COVER EA 1 $ 400.00 $ 400.00
28 EROSION CONTROL ST $ 250.00 $ 250.00
SUBTOTAL SECTION $ 89,160.00
10%CONTINGENCIES $ 8,916.00
STREET TOTAL $ 98,076.00
Exhibit B-4A L"Lf 12
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
SOUTHVIEW DRIVE BKLS 1600 TO 1900
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 1750 $ 30.00 $ 52,500.00
2 4"TAP&SERVICE EA $ 300.00 $ -
3 4"SEWER SERVICE LINE LF $ 18.00 $
4 6"SEWER SERVICE Line LF $ 25.00 $
5 4'DIA. MH TO 6'DEPTH EA 7 $ 1,600.00 $ 11,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 28 $ 133.00 $ 3,724.00
8 WATER TIGHT MANHOLE INSERT EA 7 $ 69.00 $ 483.00
9 CONC COLLAR EA 7 $ 200.00 $ 1,400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 $ -
11 VACUUM TEST MANHOLE EA 7 $ 121.00 $ 847.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $ -
14 REMOVE&REPLACE EXIST. CONC,WALK SY $ 28.00 $
15 REMOVE&REPLACE EXIST. CONC. DRIVE SY $ 28.00 $
16 REMOVE&REPLACE CONCRETE CURB LF $ 24.00 $ -
17 CONC. ENCASEMENT CY 10 $ 100.00 $ 1,000.00
18 PERMANENT ASPH. PAVEMENT REPAIR LF 1500 $ 30.00 $ 45,000.00
19 PERMANENT CONC. PAVEMENT REPAIR LF $ 45.00 $ -
20 TEMP.ASPH. PAVEMENT REPAIR LF $ 8.00 $ -
21 TRENCH SAFETY SYSTEM LF 1750 $ 1.00 $ 1,750.00
22 POST TV INSPECTION LF 1750 $ 2.00 $ 3,500.00
23 2-WAY SERVICE CLEANOUTS EA $ 125.00 $
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $
27 BOLTED DOWN MANHOLE COVER EA $ 400.00 $ -
28 EROSION CONTROL ST $ 250.00
SUBTOTAL SECTION $ 122,504.00
10%CONTINGENCIES $ 12,250.40
STREET TOTAL $ 134,754.40
Exhibit B-4A 8 of 12
r
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
RUTHDALE DRIVE BLKS 1600 TO 1900
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 1450 $ 30.00 $ 43,500.00
2 4"TAP&SERVICE EA 4 $ 300.00 $ 1,200.00
3 4"SEWER SERVICE LINE LF 100 $ 18.00 $ 1,800.00
4 6"SEWER SERVICE Line LF $ 25.00 $ -
5 4' DIA. MH TO 6'DEPTH EA 6 $ 1,600.00 $ 9,600.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 24 $ 133.00 $ 3,192.00
8 WATERTIGHT MANHOLE INSERT EA 4 $ 69.00 $ 276.00
9 CONC COLLAR EA 4 $ 200.00 $ 800.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF 12 $ 180.00 $ 2,160.00
11 VACUUM TEST MANHOLE EA 4 $ 121.00 $ 484.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 -TRAFFIC CONTROL St $ 200.00 $ -
14 REMOVE&REPLACE EXIST.CONC.WALK SY 4 $ 28.00 $ 112.00
15 REMOVE &REPLACE EXIST. CONC. DRIVE SY 1500 $ 28.00 $ 42,000.00
16 REMOVE&REPLACE CONCRETE CURB LF 30 $ 24.00 $ 720.00
17 CONC. ENCASEMENT CY 10 $ 100.00 $ 1,000.00
18 PERMANENT ASPH.PAVEMENT REPAIR LF $ 30.00 $ -
19 PERMANENT CONC. PAVEMENT REPAIR LF 1250 $ 45.00 $ 56,250.00
20 TEMP.ASPH. PAVEMENT REPAIR LF $ 8.00 $ -
21 TRENCH SAFETY SYSTEM LF 1450 $ 1.00 $ 1,450.00
22 POST TV INSPECTION LF 1450 $ 2.00 $ 2,900.00
23 2-WAY SERVICE CLEANOUTS EA 4 $ 125.00 $ 500.00
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $
27 BOLTED DOWN MANHOLE COVER EA $ 400.00 $ -
28 EROSION CONTROL ST $ 250.00
SUBTOTAL SECTION $ 169,044.00
10%CONTINGENCIES $ 16,904,40
STREET TOTAL $ 185,948.40
Exhibit B 4A 9 of 12
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
NORTH LAKESIDE DRIVE BLKS 1600 TO 1900
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 900 $ 30.00 $ 27,000.00
2 4"TAP&SERVICE EA 1 $ 300.00 $ 300.00
3 4"SEWER SERVICE LINE LF 25 $ 18.00 $ 450.00
4 6"SEWER SERVICE Line LF $ 25.00 $
5 4'DIA, MH TO 6'DEPTH EA 4 $ 1,600.00 $ 6,400.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 16 $ 133.00 $ 2,128.00
8 WATERTIGHT MANHOLE INSERT EA 4 $ 69.00 $ 276.00
9 CONC COLLAR EA 4 $ 200,00 $ 800.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF 12 $ 180.00 $ 2,160.00
11 VACUUM TEST MANHOLE EA 4 $ 121.00 $ 484.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA $ 1,100.00 $ -
13 TRAFFIC CONTROL St $ 200.00 $
14 REMOVE&REPLACE EXIST. CONC.WALK SY $ 28.00 $
15 REMOVE&REPLACE EXIST.CONC. DRIVE SY $ 28.00 $ -
16 REMOVE&REPLACE CONCRETE CURB LF $ 24.00 $
17 CONC. ENCASEMENT CY $ 100.00 $ -
18 PERMANENT ASPH. PAVEMENT REPAIR LF 600 $ 30.00 $ 18,000.00
19 PERMANENT CONC. PAVEMENT REPAIR LF $ 45.00 $ -
20 TEMP.ASPH. PAVEMENT REPAIR LF $ 8.00 $ -
21 TRENCH SAFETY SYSTEM LF 900 $ 1.00 $ 900.00
22 POST TV INSPECTION LF 900 $ 2.00 $ 1,800.00
23 2-WAY SERVICE CLEANOUTS EA 1 $ 125.00 $ 125.00
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $
27 BOLTED DOWN MANHOLE COVER EA $ 400.00 $ -
28 EROSION CONTROL ST $ 250.00
SUBTOTAL SECTION $ 60,823.00
10%CONTINGENCIES $ 6,082.30
STREET TOTAL $ 66,905.30
Exhibit B-4A 10 of 12
Huitt-Zollars, Inc. EXHIBIT B-4A January 14, 2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
CROWLEY ROAD/FM 731 BLKS 9200 TO 9600
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 550 $ 30.00 $ 16,500.00
2 4"TAP&SERVICE EA 2 $ 300.00 $ 600.00
3 4"SEWER SERVICE LINE LF 50 $ 18.00 $ 900.00
4 6"SEWER SERVICE Line LF $ 25.00 $ -
5 4'DIA.MH TO 6'DEPTH EA 2 $ 1,600.00 $ 3,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 8 $ 133.00 $ 1,064.00
8 WATERTIGHT MANHOLE INSERT EA 2 $ 69.00 $ 138.00
9 CONC COLLAR EA 2 $ 200.00 $ 400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 $ -
11 VACUUM TEST MANHOLE EA 2 $ 121.00 $ 242.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $ -
14 REMOVE&REPLACE EXIST. CONC.WALK SY 4 $ 28.00 $ 112,00
15 REMOVE&REPLACE EXIST. CONC. DRIVE SY 60 $ 28.00 $ 1,680.00
16 REMOVE&REPLACE CONCRETE CURB LF 5 $ 24.00 $ 120.00
17 CONC. ENCASEMENT CY $ 100.00 $ -
18 PERMANENT ASPH. PAVEMENT REPAIR LF 25 $ 30.00 $ 750.00
19 PERMANENT CONC. PAVEMENT REPAIR LF 50 $ 45.00 $ 2,250.00
20 TEMP.ASPH. PAVEMENT REPAIR LF $ 8.00 $
21 TRENCH SAFETY SYSTEM LF 550 $ 1.00 $ 550.00
22 POST TV INSPECTION LF 550 $ 2.00 $ 1,100.00
23 2-WAY SERVICE CLEANOUTS EA 2 $ 125.00 $ 250.00
24 12"GROUTED ROCK RIP-RAP SY $ 10.00 $ -
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $
27 BOLTED DOWN MANHOLE COVER EA $ 400.00 $ -
28 EROSION CONTROL ST $ 250.00 $ 250.00
SUBTOTAL SECTION $ 31,206.00
10%CONTINGENCIES $ 3,120.60
STREET TOTAL $ 34,326.60
Exhibit B-4A 11 of 12
Huitt-Zollars, Inc. EXHIBIT 134A January 14,2004
SUPPLEMENT TO EXHIBIT B-4
OPINION OF PROPOSED SEWER MAIN PROBABLE CONSTRUCTION COST PER STREET
RISINGER ROAD BLKS 1600 TO 1900
Sanitary Sewer Contract
DOE No.4109,Sewer Project No. P172-070172131440
Schematic Design
Sanita Sewer
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 8"PVC SANITARY SEWER,ALL TRENCH DEPTHS LF 1750 $ 30.00 $ 52,500.00
2 4"TAP&SERVICE EA $ 300.00 $ -
3 4"SEWER SERVICE LINE LF $ 18.00 $ -
4 6"SEWER SERVICE Line LF $ 25.00 $ -
5 4'DIA.MH TO 6'DEPTH EA 7 $ 1,600.00 $ 11,200.00
6 SHALLOW CONE MH EA $ 1,500.00 $ -
7 EXTRA DEPTH FOR MH VF 28 $ 133.00 $ 3,724.00
8 WATER TIGHT MANHOLE INSERT EA 7 $ 69.00 $ 483.00
9 CONC COLLAR EA 7 $ 200.00 $ 1,400.00
10 MANHOLE INTERIOR PROTECTIVE COATING VF $ 180.00 .$ -
11 VACUUM TEST MANHOLE EA 7 $ 121.00 $ 847.00
12 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA 1 $ 1,100.00 $ 1,100.00
13 TRAFFIC CONTROL St $ 200.00 $
14 REMOVE&REPLACE EXIST.CONC.WALK SY $ 28.00 $
15 REMOVE&REPLACE EXIST.CONC.DRIVE SY $ 28.00 $ -
16 REMOVE&REPLACE CONCRETE CURB LF $ 24.00 $
17 CONC.ENCASEMENT CY 10 $ 100.00 $ 1,000.00
18 PERMANENT ASPH. PAVEMENT REPAIR LF 1750 $ 30.00 $ 52,500.00
19 PERMANENT CONC. PAVEMENT REPAIR LF $ 45.00 $
20 TEMP.ASPH. PAVEMENT REPAIR LF $ 8.00 $ -
21 TRENCH SAFETY SYSTEM LF 1750 $ 1.00 $ 1,750.00
22 POST TV INSPECTION LF 1750 $ 2.00 $ 3,500.00
23 2-WAY SERVICE CLEANOUTS EA $ 125.00 $ -
24 12"GROUTED ROCK RIP-RAP SY 50 $ 10.00 $ 500.00
25 HYDROMULCHING FOR SEWER SERVICE LF $ 3.00 $ -
26 GRASS SODDING FOR SEWER SERVICE LF $ 5.00 $ -
27 BOLTED DOWN MANHOLE COVER EA 3 $ 400.00 $ 1,200.00
28 EROSION CONTROL ST $ 250.00 1 $ -
SUBTOTAL SECTION $ 131,704.00
10%CONTINGENCIES $ 13,170.40
STREET TOTAL $ 144,874.40
Exhibit B-4A 12 of 12
e
ATTACHMENT"C"
CHANGES AND AMENDEMENTS TO STANDARD AGREEMENT AND ATTTACHMENT A
Sanitary Sewer Extensions to Serve South Seminary Addition
DOE No. 4109
Sewer Project No. P172-070172131440
There are no changes and amendments to Standard Agreement and Attachment A.
C-1
HAproj)BUS_DEV\CIVILISouih SermnarylEXHIBIT A-1 REV.doc
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NOTE: Ix 25 " 25 12 25
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A TTA CHMENT "E"
(SHEET l) eA�k
(COUNCIL DISTRICT 6) 4
SOUTH SEMINARY ADDITION SCALE 1" = 400'
"JffaJI1�RS PROPOSED SEWER MAIN EXTENSIONS - WTR CO 10444/248
MAPSCO 1040
Hwlt-dura.Ina Fat Worth SCHEMA TIC DESIGN WTR PROJ. NO. P163-060163152400
Foo weal 71h Street. SWR PRO✓. NO. P172-070172131440
Fort Worth• T.- 761022-4728a
Phone(817)335-3000 Fox(817)335-1025 DOE NO. 4109
e
51i 1
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SYMBOL DESCRIPTION >y• 17 20 17 20 17 20 17 20■ 17 20 17 20
16 19 1e t9 1s 19 1B 19■ 1e 19■ 16A. 1s
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GER
r16�.
A TTA CHMEN T "E"
(SHEET 2)
(COUNCIL DISTRICT 6)
SOUTH SEMINARY ADDITION SCALE 111 400'
WrR 2042-344/248
i iAR� EXISTING PA VEMEN T MAPSCO 1040
H' It1'faf6:9•ia-"" "" Fat Wath WTR PROJ. NO. P163-060163152400
Forrt Worth,Tmms 76 02-4728 SWR PROD. NO. P172-070172131440
Ph—(817)335-3000 Fo.(817)375-1025 DOE NO. 4109
r agv i vl X,
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 3/2/2004
DATE: Tuesday, March 02, 2004
LOG NAME: 30SEMINARY REFERENCE NO.: **C-19982
SUBJECT:
Engineering Agreement with Huitt-Zollars, Inc. for Sanitary Sewer Extensions to the Serve South
Seminary Addition
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering agreement
with Huitt-Zollars, Inc. in the amount of $169,422 for the design of sanitary sewer extensions to serve the
South Seminary Addition.
DISCUSSION:
On October 2, 1972 (M&C PZ-521), the City Council adopted Ordinance No. 6751 for the annexation of the
South Seminary Addition into the corporate limits of Fort Worth. South Seminary Addition is generally bound
on the north by South Seminary Drive, on the south by Risinger Road, on the east by Eastview Drive, and
on the west by Crowley Road. Residents living in the subdivision currently utilize private septic systems for
sanitary sewer service. This development was served by a private water utility unit until the early 1990's,
when the utility declared bankruptcy. City water mains were extended at the request of property owners,
and the state regulatory agency.
This engineering agreement will allow for the design of the public sanitary sewer lines to provide municipal
sanitary sewer service to the subdivision. Wastewater extensions became cost effective as a result of a
developer extension to serve Rainbow Ridge subdivision.
Huitt-Zollars, Inc. proposes to perform the design work for a lump sum fee of $169,422. Staff considers this
fee to be fair and reasonable for the scope of services to be provided.
Huitt-Zollars, Inc. is in compliance with the City's M/WBE Ordinance by committing to 27% M/WBE
participation. The City's goal on this project is 27%.
In addition to the contract amount, $7,000 is required for project management by the Engineering
Department.
This project is located in COUNCIL DISTRICT 6, Mapsco 104 Q.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Sewer Capital Project Fund.
http://www.cfwnet.org/council_packet/Reports/mc_print.asp 3/3/2004
,r
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 3/2/2004
DATE: Tuesday, March 02, 2004
LOG NAME: 30SEMINARY REFERENCE NO.: **C-19982
SUBJECT:
Engineering Agreement with Huitt-Zollars, Inc. for Sanitary Sewer Extensions to the Serve South
Seminary Addition
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering agreement
with Huitt-Zollars, Inc. in the amount of $169,422 for the design of sanitary sewer extensions to serve the
South Seminary Addition.
DISCUSSION:
On October 2, 1972 (M&C PZ-521), the City Council adopted Ordinance No. 6751 for the annexation of the
South Seminary Addition into the corporate limits of Fort Worth. South Seminary Addition is generally bound
on the north by South Seminary Drive, on the south by Risinger Road, on the east by Eastview Drive, and
on the west by Crowley Road. Residents living in the subdivision currently utilize private septic systems for
sanitary sewer service. This development was served by a private water utility unit until the early 1990's,
when the utility declared bankruptcy. City water mains were extended at the request of property owners,
and the state regulatory agency.
This engineering agreement will allow for the design of the public sanitary sewer lines to provide municipal
sanitary sewer service to the subdivision. Wastewater extensions became cost effective as a result of a
developer extension to serve Rainbow Ridge subdivision.
Huitt-Zollars, Inc. proposes to perform the design work for a lump sum fee of$169,422. Staff considers this
fee to be fair and reasonable for the scope of services to be provided.
Huitt-Zollars, Inc. is in compliance with the City's MMBE Ordinance by committing to 27% M/WBE
participation. The City's goal on this project is 27%.
In addition to the contract amount, $7,000 is required for project management by the Engineering
Department.
This project is located in COUNCIL DISTRICT 6, Mapsco 104 Q.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Sewer Capital Project Fund.
Logname: 30SEMINARY Page 1 of 2
Page L of l
TO Fund/Account/Centers FROM Fund/Account/Centers
P172 531200 070172131440 $169,422.00
Submitted for City Manager's Office by: Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: A. Douglas Rademaker(6157)
http://www.cfwnet.org/council_packet/Reports/mc_print.asp 3/3/2004
TO Fund/Account/Centers FROM Fund/Account/C enters
P172 531200 070172131440 $169,422.00
Submitted for City Manager's Office by: Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: A. Douglas Rademaker (6157)
Logname: 30SEMINARY Paize 2 of 2