HomeMy WebLinkAboutContract 31326 --�ffY SECRETARY
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY'), and DeOfte, Inc.
Civil Engineering, (the "ENGINEER"), for a PROJECT generally described as'. Landfill
Access Road and I.H. 20 Access Road.
Article I o22-16-05-09 :54 R-VD
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article 11
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
(3) Upon completion of services enumerated in Article 1, 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 used 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 CITYs professional engineering representative
under this Agreement, providing professional engineering consultation and advice
and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree of
skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time such
services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work to
be performed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations shall
be furnished by the CITY, unless otherwise specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points
and sample intervals and at locations other than where observations,
exploration, and investigations have been made. Because of the inherent
uncertainties in subsurface evaluations, changed or unanticipated
underground conditions may occur that could affect the total PROJECT cost
and/or execution. These conditions and cost/execution effects are not the
responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink on
reproducible plastic film sheets, or as otherwise approved by Cl 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 CITYs 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
Page 3 of 94
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 C11"Ys 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 MAMBE 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
ENGINEERING CONTRACT
Page 4 of 14
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. ENGINEEWs 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 claimlannual aggregate
ENGINEERING CONTRACT
Page 5 of 14
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the 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 altemative 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 CI 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,
ENGINEERING CONTRACT
Page 6 of 14
az
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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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-Fumished Data
The CITY will make available to the ENGINEER all technical data in the CIlys
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 CITYs facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITYs
personnel.
C. Advertisements, Pennits, 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 counsellor, accountant, auditor, bond and financial advisors, end other
ENGINEERING CONTRACT
Page 8 of 14
consultants as the CITY deems appropriate; and render in writing decisions required
by the CITY in a timely 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 contractors
negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering
services performed. Only the CITY will be the beneficiary of
any undertaking by the ENGINEER,"
ENGINEERiNG CONTRACT
Page 9-of 14
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third-party beneficiary rights under this Agreement.
(4) 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.
1. CIT)rs 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
Page 10 of 14
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of the
ENGINEER, whether in hard copy or in electronic form, are instruments of service
for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or
alteration by the CITY or by others acting through or on behalf of the CITY of any
such instruments of service without the written permission of the ENGINEER will be
at the CITY"s sole risk. The final designs, drawings, specifications and documents
shall be owned by the CITY.
C. Force Majeure
The ENGINEER is not responsible for damages or delay in performance caused by
acts of God, strikes, lockouts, accidents, or other events beyond the control of the
ENGINEER.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perform
through no fault of the other and does not commence correction of such
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 CI approval
will be obtained in writing prior to proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for the
convenience of the CITY. In the event of such suspension, delay, or interruption, an
equitable adjustment in the PROJECT's schedule, commitment and cost of the
ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be
made,
ENGINEERING CONTRACT
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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.
1. 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 attorneys 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 Sward rendered by the arbitrators less than
ENGINEERING CONTPACT
Page 12 of 14
$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 VIJ 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.
ENGNEERING 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
UMday of
2005,
ATTEST: CITY OF FORT WORT
B ytt
7Z4
Marty Hendrix Marc. . Ott
City Secretary AssistZn, t City Manager
APPRq-VAL RECOMMENDED
0 T— Zatio;;
p3-
A. Douglas Radbmaker, P.E.
D
Director, Engineering Department
APPRO D AS TqFORM�
AND ALITY
Asststant/ t y�Attornie' y
DFQTTF1 IN(.,, CIVII FNGINFFRING
ENGINEER
By.
�Iqmek. DeOtte, P,E., R.P,L.S.
Vice-President
ENGINEERING CONT_ T
Page 14 of 14
ATTACHMENT "A"
General&ope of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, andlor
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.
GFN =RA
I
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
permitting authority. If such changes are required, the Engineer shall notify
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 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 fumish 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 Engineers 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 fumish 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 fumish 45 bound copies of Phase 4 final approved construction
plans and contract specifications. The approved plans and contract specifications shall
be used as authorized by the City for use in obtaining bids, awarding contracts, and
constructing the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and
acceptability of prospective constructors, subcontractors, and suppliers. When substitu-
tion prior to the award of contracts is allowed by the bidding documents, the Engineer
will advise the owner as to the acceptability of alternate materials and equipment
proposed by the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals
and in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the
project during its construction and will set control points in the field to allow City survey
crews to stake the project, The setting of line and grade stakes and route inspection of
construction will be performed by the City,
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction
proceeds to observe and report on the progress and the quality of the executed work.
-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-11"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
D.O.E. NO. 4015
DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for paving and/or storm drain
improvements for the following:
Landfill Access Road
(approximately 6000 feet from existing Southeast Landfill weigh station to I.H. 20)
and
1.H. 20 Access Road Improvements
(approximately 2,800 linear feet)
D.O.E. No.4015
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
STREET AND BRIDGE DESIGN
PAVEMENT— -STORM DRAIN
STREET COUNCIL Lime 1,
Reinforced 30'Wide 36" 24" 5CURB 10
NAME DISTRICT Stabilized Concrete 7"Integral Bridge RCP RCP INLET CURB
Subgrade Pavement(SY) Curb(LF) (LF) (LF) (LF) (EA) INLET
(SY) (EA)
Landfill
Access 8 8,700 12,400 12,000 2,400 200 1120 6
Road
I.H 2-0 —
Access
Road 8 12,000 8800 500
Improve-
ments
TOTAL= 20,700 21,200 12,000 2,400 200 — 16-20 6
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A— PRE-ENGINEERING
Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
EA1-1
Exhibit A-1 from Cation Small 04
-0605 Revised 24 Jan 05,doc
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
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
EA1-2
—Exhibit A-1 from Carton Small-04-0605 Revised 24 Jan 05,doc
1. Conceptual Engineering
i. Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information needed by ENGINEER in design and
preparation of plans for the project. Information gathered during the survey
shall include topographic data, elevations of all sanitary and adjacent storm
sewers, rim/invert elevations, location of buried utilities, structures, and
other features relevant to the final plan sheets. Existing drainage at
intersections will be verified by field surveys. Spot elevations will be shown
on intersection layouts with cross slope to fit intersecting grade lines.
b. ENGINEER will provide the following information:
All plans, field notes, plats, maps, legal descriptions, or other specified
documents prepared in conjunction with the requested services shall be
provided in a digital format compatible with the electronic data collection
and computer aided design and drafting software currently in use by the
Department of Engineering. All text data such as plan and profile, legal
descriptions, coordinate files, cut sheets, etc., shall be provided in the
American Standard Code for Information Interchange (ASCII) format, and
all drawing files shall be provided in Autocad (DWG or DXF) format
(currently Release 12), or as otherwise approved in writing by the CITY,
and all data collected and generated during the course of the project shall
become the property of the CITY.
The minimum survey information to be provided on the plans shall include
the following:
1. A Project Control Sheet, showing ALL Control Points, used or set
while gathering data. Generally on a scale of not less than 1:400:
2, The following information about each Control Point;
a. Identified (Existing. City Monument #8901, PK Nail,
518" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate
system, and a referred bearing base, Z coordinate on
EAI-3
—Exhibit A-1 from Carton Small-04-0605 Revised 24 Jan 05,doc
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 comer of North
Side Drive and North Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.J.'s, Manholes, Valves, etc., in
the same coordinate system, as the Control.
4. No less than two horizontal bench marks, per line or location.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
ii. Public Notification
Prior to conducting design survey, ENGINEER will notify affected
residents of the project in writing. The notification letter shall be on
company letterhead and shall include the following: project name
limits DOE project No., Consultant's Project Manager 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
EAI-4
—Exhibit A-1 from Carton Smafl-04-M5 Revised 24 Jan 05.doc
a. Conceptual plans shall be submitted to City 120 days after
Notice to Proceed Letter is issued.
b. The ENGINEER shall furnish four (4) copies of the Phase I
concept engineering plans which include layouts, preliminary
right-of-way needs and cost estimates for the ENGINEER's
recommended plan. The ENGINEER shall also evaluate the
phasing of the water, sanitary sewer, street and drainage work,
and shall submit such evaluation in writing to the City as a part
of the concept phase of the project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as
follows:
a. Drainage area maps with drainage calculations and hydraulic
computations. Information shown on the plans will be consistent with Part
A, Paragraph 1.b. for proposed condition.
b. Preliminary project plans and profile sheets which will show the following
and shall be on 22" x 34" sheets:
Property Ownership
Curb Lines
Driveways
Medians (if applicable)
Sidewalks
Existing and proposed water and sanitary sewer mains.
C. Proposed roadway profile grades and elevations along each curb line;
elevations at all pm.i.'s; pYs 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 comers (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
EAI-5
—Exhibit A-1 from Carton Small-04-0605 Revised 24 Jan 05.doc L
planned that may impact the project.
e. Preliminary roadway cross-sections will be developed, from the survey
notes, at intervals not-to-exceed 50 foot along the project length and will
extend 10' past the right of way line on both sides of the street. Additional
cross-sections at important features including driveways, p.i.'s of
intersecting streets, (minimum distance of 100' along cross-street at each
P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline
of driveways will also be provided where necessary. Scale will be 1" = 10'
horizontal and 1" = 2' vertical.
f. Street and intersection layouts.
9- 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,
EA1-6
—Exhibit A-1 from Carton Small_04-0605 Revised 24 Jan 05.doc
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 15 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 150 days after approval of Part B, Paragraph iv.
ii. The ENGINEER shall deliver two (2) sets of preliminary
construction plans and two (2) specifications to CITY for review.
Generally, plan sheets shall be organized as follows:
Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Standard Construction Details
Special Details (if applicable)
iii. Preliminary estimate shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer
shall assist City in selecting the feasible and or economical
solutions to be pursued,
EA1-7
—Exhibit A-2 from Carton Small-04-0605 Revised 24 Jan 05.doc
m. Geotechnical Investigation
i. Experienced drillers and technicians will
evaluate subsurface conditions with a total of
20 sample borings to a depth of 25 feet below
existing grades.
ii. Laboratory services shall include: moisture
content, soil identification, liquid limit, plastic
limit, unconfined compression tests and unit
weight determination.
iii. An engineering report will be prepared to
present the results of the field and laboratory
data together with the engineer's analysis and
recommendations. The ENGINEER will furnish
two (2) copies of the report to the City. The
report will address general soil, rock, and
groundwater conditions, comments about the
general excavatabilty of onsite soils and rock:
and foundation recommendations for aerial
crossings.
n. Storm Water Pollution Prevention Plan
ENGINEER will prepare the Storm Water Pollution
Prevention Plan (SWPPP) required for the project for the use
of the contractor during construction. The City of Fort Worth's
example will be used as a template. ENGINEER will prepare
drawings and details for the proposed SWPPP improvements
that the contractors must use during construction. Contractor
shall be responsible for filing SWPPP with the appropriate
regulatory agencies.
o. Corps of Engineers Section 404 Permitting
I Wetland Delineation — Utilize available topographic
maps, aerial photos, soil survey, etc to develop a base
map of the project area. Identify and map hydraulic
soils, specific vegetation communities, 100 — year flood
plain and wetlands. Compile information on a base map
and coordinate with the Corps of Engineers. Prepare a
wetlands determination map.
A1-8
—Exhibit A-1 from Carton Small—G4-0605 Revised 24 Jan 05.doc
2.Section 404 Nationwide 12 Permit Prepare
documentation for a Nationwide 12 Permit. Coordinate with the
Corps of Engineers.
p. Archeological Survey
1.Secure Archeological Survey Permit from the Texas
Historical Commission.
2.Conduct records search to determine if cultural
resources have been recorded in the vicinity of the
project.
3.Conduct on-the-ground pedestrian survey of the
pipeline route. Conduct about 44 shovel tests along the route.
Artifacts recovered from these excavations will be analyzed and
prepared for permanent curation.
4.Prepare a written report to be submitted to the Texas Historical
Commission (THC). Revise the report, if necessary, following the review by
the THC and the City of Fort Worth. Submit twenty (20) copies of the report
to the THC and three (3) copies to the City of Fort Worth.
q. Traffic Impact Study
1.Research site plan, weight and size of trucks to use facility
2.Determine hourly traffic volumes
3.Conduct a link analysis
4.Determine trip generation
5.Determine roadway improvements
6.Review TX DOT Access Management Guidelines
7.Provide a draft and final Traffic Impact Study (TIS)
r. Hydrology, Hydraulics, and C.L.O.M.R./L.O.M.R.
1.Obtain copies of existing flood models and build data bases as
required.
2.Collect existing topography at 15 cross sectional areas.
3.Enter existing data into the model.
4.Review existing model for cross sectional information, soil types,
type and extent of development
5.Compare existing condition water surface elevation with existing
model.
6.Analyze and enter proposed improvements into the model,
Assess multiple configurations and options for proposed
improvements.
7,Modify proposed improvements to meet the Flood Plain
EA1-9
Exhibit A-1 from Garton Small 04-WO5 Revised 24 Jan 06.doc
L
Administrator's requirements and adjust model.
8.Submit C.L.O.M.R./L.O.M.R. as may be required.
3. Final Engineering Plan Submittal
a. Final Construction Documents shall be submitted to CITY 2Q-days after
approval of Preliminary Plans.
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans, specifications and contract
documents and provide them to the 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 CITYs 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. 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.
EAI-10
—Exhibit A-1 from Cation Small-04-0605 Revised 24 Jan 05,doc
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.
PART D- ASSISTANCE DURING CONSTRUCTION
a. Administration
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.
b. Project Management Services
The ENGINEER shall coordinate, organize and attend the weekly
construction meetings on the project.
The ENGINEER shall also process contractor invoices and
Requests for Information (RFIs).
The ENGINEER shall coordinate inspections and testing and
ensure that reports are submitted to the City and appropriate
parties.
C. Inspection Services.
The ENGINEER shall provide inspection services in order to insure
that the project is constructed in accordance with the plans.
Roadway inspection services are to be provided by the CITY.
C. Testing Services
The ENGINEER shall provide earthwork and concrete testing
services for earthwork, piers, bridge columns, caps, abutments and
paving.
d. Shop Drawing Review and Site Visits.
The ENGINEER shall ensure that shop drawings are reviewed and
documented. This proposal also includes 30 site visits by the
EA1-11
—Exhibit A-1 from Carion Small-04-0605 Revised 24 Jan 05,doc
structural engineer.
PART E — CONSTRUCTION STAKING (OPTIONAL) (PART E TO BE PRINTED ONLY IF
APPLICABLE)
ENGINEER, if directed by City, will set control points (i.e. tie survey to permanent
monument such as TPW monuments and/or property comers, one location each at
beginning and end of project) for the project, these points must be indivisible. Streets over
500 ft or streets on curves may require a greater density of control points to maintain
intervisibility between each point. ENGINEER shall establish a minimum of two bench
marks per plan sheet (bench marks shall be located adjacent to project) and shall provide
the following construction staking services:
1. STORM DRAIN STAKING: Provide an offset stake at 100' intervals (50' intervals in
curves if required) and at all proposed manholes, points of curve, points of tangent, points
of pipe size changes and at all horizontal or vertical angle points with a cut to flow line and
a cut/fill to the top of proposed manholes. Provide centerline elevation at 100' intervals and
at all grade breaks in the natural ground. Lead lines shall also be staked with grades if
greater than 50' in length, or where substantial alignment and/or grade are needed.
Provide two offset stakes at end or each wing of each curb inlet with a cut to flow line and
a cut/fill to the top of curb elevation. Line and grade shall be set to a tolerance of+/-0.1 ft.
for storm drainpipe and +/-0.04 ft. for curb inlets.
2. ROADWAY EXCAVATION STAKING: Provide 10' or property line offset at 50' intervals
and at all points of curve, points of tangent, and at all horizontal or vertical angle points
with a cut/fill to the top of proposed curb. The right-of-way shall also be flagged during this
process along with line and grade stakes for excavation purposes. Stake all vertical and
horizontal curves at 50' intervals. Line and grade shall be set to a tolerance of+/-0.1 ft.
3. FINAL ROADWAY STAKING: Provide 4' or 5' offset stakes at 50' intervals and at all
points of curve, points of tangent, and at all horizontal or vertical angle points with a cut/fill
to the top of proposed curb. Staking for curb grade and intersecting streets, if required,
shall be performed under final pavement staking. Inlets shall be staked if needed. Set
tucks in offset hubs for street alignment. Stake all vertical and horizontal curves at 50'
intervals and provide intermediate stakes between curve points, if the radius is less than
300'. Line and grade shall be set to a tolerance of+/-0.01 ft.
"AS STAKED" RECORD OF THE CONSTRUCTION: Throughout the process of all
construction, locate and record anything that does not conform with the construction plans.
A drawing of the project layout with dimensions and a coordinate list must be submitted.
EAI-12
—Exhibit A-1 ftOtn GatiOn Sma4l-044)605 ReviSed 24 Jan 05.doC
Contact Kevin Hansen, Survey Division, DOE, (817) 392-8880, for a copy of sample field
notes that must be submitted. The contractor will not be allowed to proceed until all
necessary field notes have been submitted to the City Inspector. The field notes must
include the following information:
a. For storm drain lines and storm drain laterals;
Pipe size and type, percent of grade of laterals and location of inlets. Cut and fill
documentation.
b. For roadways;
Field notes signed and sealed by a licensed surveyor must be submitted to the City
Inspector prior to the beginning of construction.
5. COORDINATION WITH CITY INSPECTOR/CONTRACTOR: Engineer's surveyor is
expected to work with inspector and contractor to provide any special requests contractor
may have providing the scope of work described above is not exceeded. It is expected that
a few stakes will be knocked out during dirt work. Providing that the number of disturbed
stakes is minor (less than 10% of the stakes for any phase of the project), the Engineers
surveyor shall replace these stakes at no extra cost. If additional major restaking is
required, the consulting engineer's surveyor, shall provide the additional work at an hourly
rate of$—t35,00-per hour for a field crew. Major restaking may be required if a substantial
number of the initial stakes are knocked down as a result of the contractor's activity and
there are not enough stakes left to complete the project. The contractor shall be
responsible for paying the consulting engineer for this additional work.
6. INCIDENTAL PRE-CONSTRUCTION STAKING: Right-of-way flagging, back of curb
location, driveways, walks and retaining walls as requested by the City Inspector, curb radii
(to determine construction location)for utility clearance.
7. SPECIAL CONDITIONS:
a. The City Inspector assigned to the project shall oversee all construction staking
activity and shall be responsible for all field coordination. All documentation
including field notes, cut and/or fill notes, grades, "as staked" information etc., shall
be provided to the City inspector and shall be sealed and signed by a surveyor
licensed in the State of Texas.
b. The Engineers Surveyor shall attend the pre-construction conference.
EAI-13
—Exhibit A-1 ftom Cmion Smofl-04-0605 R 24 Jan 05,doe
C. The Engineer's Surveyor shall meet with City Inspector and Contractor to
coordinate surveying schedule and needs prior to beginning work.
d. The Engineer's Surveyor shall stake each utility separately and at different times
with, if applicable, sanitary sewer first, water second, storm drain third and roadway
construction fourth and shall provide enough construction staking information so
that the projects can be constructed as designed.
e. A member of Engineer's firm familiar with project shall be available at all times to
immediately respond to questions from the field.
EA1-14
—Exhibit A-1 from Garton Small-04-0605 Revised 24 Jan 05,doc
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
11-120 Access Road Improvements
D.O.E.No.4015
1. Compensation
A. The Engineer shall be compensated a total lump sum fee of $790,920.00 as
summarized in Exhibit "B-3" Payment of the total lump sum fee shall be
considered full compensation for the services described in Exhibit "A-1" for all
labor materials, supplies, and equipment necessary to complete the project.
B. The Engineer shall be paid monthly payments as described in Exhibit "B-1"
Section I - Method of Payment.
Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer.
If. Schedule
Final Plans and Contract Documents for bid advertisement shall be submitted within 360
calendar days after the"Notice to Proceed" letter is issued.
A. Conceptual Engineering Plans- 120 calendar days.
B. Preliminary Engineering Plans and Contract Documents - 150 calendar days.
C. Final Engineering Plans and Contract Documents-.60 calendar days.
D. Final Plans and Contract Documents for Bid Advertisement-30 calendar days.
E. Construction—240 calendar days.
Aftachmert B_ 05 revised 25 Jan 05-doc
B
EXHIBIT "B-1"
METHOD OF PAYMENT
(SUPPLEMENT TO ATTACHMENT "B")
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements
D.O.E.No.4015
1. Method of Payment
Partial payment shall be made to the Engineer monthly upon City's approval of an
invoice from the ENGINEER outlining the estimated current percent complete of the total
project.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until satisfactory completion of Exhibit "A-1", Conceptual Engineering plan submittal and
approval by the City, a sum not to exceed 40 percent of the total lump sum fee.
Until satisfactory completion of Exhibit "A-1", Preliminary Construction Plan submittal to
City, a sum not to exceed 50 percent of the total lump sum fee, less previous payments.
Until satisfactory completion of Exhibit "A-1", Final Construction plan submittal and
approval by the City, a sum not to exceed 90 percent of the total lump sum fee, less
previous payments.
The balance of the earnings, less previous payments, shall be payable after Bid opening
for the Project has been conducted.
fl. Progress Reports
A. The Engineer shall submit to the designated representative of the Director of the
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 Engineer determines in the course of making design drawings and
specifications that the opinion of probable construction cost of$ 5,630,464.00(as
estimated in Exhibit B-4 will be exceeded, whether by change in the scope of the
project, increased cost or other conditions, the Engineer shall immediately report
such fact to the City's Director of the Department of Engineering and, if so
instructed by the Director of the Department of Engineering shall suspend all
work hereunder.
Attachrrerd ku-ow5 revised 2A Jan 05,dac
B1 - 1
EXHIBIT "B-2"
HOURLY RATE SCHEDULE
(SUPPLEMENT TO ATTACHMENT "B")
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements
D.O.E.No.4015
2004 Standard Hourly Rate Schedule
Employee Classification Ratell-lour(Range)
Principal Engineer $120/hour
Project Manager/Planner $90/hour
R.P.L.S. $1301 hour
R.P.L.S. (Principal) $1301 hour
Design Engineer $65-$80/hour
Designer I CAD Operator $65-$851 hour
Survey Technician $80/hour
Clerical $40/hour
Survey Crew $1351 hour
Reproduction work will be at current commercial rate. Subcontractors will be paid for at actual
invoice cost plus.
EXHIBIT"B-3A"
(Supplement to Attachment B)
SUMMARY OF TOTAL PROJECT FEES
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements
D.O.E.No.4015
Consulting Firm Prime Responsibility Amount %
Prime Consultant
DeOtte, Inc. Engineering & Proj. Mgmt. $396,040-00 50.1%
Proposed M/WBE
Sub-Consultants Amount 27.3%
A.N.A. Consultants Surveying Services $191,950.00 24.3%
L.A. Blueline Reproduction $ 24,085.00 3.0%
Non-M/WBE
Consultants:
Reed Engineering Wetlands Determination $ 19,700.00 2.5%
Group, LTD
Frank W. Neal & Structural Engineering $97,500.00 12.3%
Associates, Inc.
CMJ Engineering, Geotechnical Investigation $ 34,000.00 4.3%
Inc.
ITS, Inc Traffic Impact Analysis $ 9,645.00 1.2%
AR Consultants, Inc. Archeological lnvestigation $ 18,000.00 2.3'A
Proiect Description Scope of Services Total Fee MWBE Fee Percent
Engineering Services Paving O"t Drainage $790,920.00 $216,035.00 27.3%
Affachnent B O"W5 remed 24 Jan 05.*x
EXHIBIT "13-313"
(Supplement to Attachment B)
PROFESSIONAL SERVICES FEE SUMMARY
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements
D.O.E.No.4015
Part A—Conceptual Design, and Part B—Plans and Specifications
1. Landfill Access Road: (Construction Cost x ASCE Curve "A" x 85)
Paving & Drainage $5,131,175.50 x 6.4 % x 85% = $ 279,135.00
11. Access road (3,000 linear feet) (Construction Costs x ASCE Curve "A'x 85%)
Paving & Drainage $ 499,279.00 x 6.4% x 85% = $ 27,160.00
Basic Services Total $ 306,295.00
Ill. Additional Services:
A. Landfill Access Road
1. Conceptual Design Report $ 35,000-00
2. Topographic Surveying Svcs.(by M/WBE) $ 88,800-00
3. Erosion Control Plans &SW3P $ 8,000.00
4. Geotechnical Investigation $ 18,600.00
5. Wetlands Determination $ 4,700.00
6. Geotechnical Investigation (IH 20) $ 15,400.00
7. Traffic Impact Analysis $ 9,645.00
8. Archeological Investigation $ 18,000-00
9. Meetings $ 6,000-00
10. OnCOR Permit (includes $250 filing fee) $ 1,450.00
11. Printing & Reproduction Subtotal $ 13,182.00
12. Administrative (10%) Fee on subs $ 26,580.00
13. Structural Support (review shop dwgs $ 20,000-00
and 30 site visits)
14. Survey Meetings $ 8,500.00
15. Easements $ 8,400.00
16, Construction Related Services
a. Bid Opening and Review $ 0.00
b. Compile Bid Tabulations $ 0.00
c. Pre-Construction Meeting $ 0.00
d. Final Field Inspection $ 0.00
Additional Services Landfill Access Subtotal $ 282,257.00
Affadvnent B-04-OW5 remed 24,tan 05AM 133-2
EXHIBIT "B-3B"
(Supplement to Attachment B)
B. 2800 Linear Feet of IH 20 Access Road,:
1. Schematic Design Review and Approval $ 7,500.00
2. Topo Surveying Services (by M/WBE) $ 12,500.00
3. Erosion Control Plans &SW3P $ 5,000-00
4. Prepare Easements/ROW docs $ -0-
5. Traffic Control Plan and Construction Seq $ 7,500.00
6. Environmental Categorical Exclusion $ 15,000-00
7. Meetings& Reports $ 2,000-00
8. Printing & Reproduction Subtotal $ 10,903.00
9. Administrative (10%) Fee on MA NBE firms $ 3,840.00
10. Construction Related Services
a. Bid Opening and Review $ 0.00
b. Compile Bid Tabulations $ 0.00
c. Pre-Construction Meeting $ 0.00
d. Final Field Inspection $ 0.00
e. Structural Support $ 0.00
f. Construction Management $ 0.00
g. Construction Staking $ 0.00
h. Testing by Geotech $ 0.00
i. Inspection $ 0.00
Additional Services IH 20 Access Road $ 62,243.00
C. Floodplain Analysis and Permitting
1. Topographic Surveying Services $ 73,750-00
2. Meetings, Reports, CLOMR, and LOMR $ 8,000-00
3. Floodplain Modeling $ 45,000-00
4. Printing & Reproduction Subtotal $ 3,000.00
5. Administrative (10%) Fee on subs $ 7,375.00
6. Permitting (404) $ 3,000-00
Additional Services Floodplain Analysis
and Permitting Subtotal $ 140,125.00
Additional Services Total: $484,625.00
TOTAL PROJECTED FEE $ 790,920.00
Affad"ent B04-0605 revised 24 Jan 05.doc 133-3
EXHIBIT "13-313"
(Supplement to Attachment B)
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements
D.O.E.No.4015
A. SUMMARY OF TOTAL FEE
Service Description Total
Engineering Services $ 306,295.00
Additional Services $ 309,575.00
Surveying Services $ 175,050.00
Total $790,920.
B. BREAKDOWN OF PAVING FEES (LESS SURVEY FEES)
1. Total Fee (less survey) Breakdown by Concept, Preliminary and Final Design
a. Concept (40%) = (Total Fee—Survey) x (0.4) =$239,588.00
b. Preliminary (50%) = (Total Fee—Survey Fee) x (0.5) =$299,485.00
c. Final (10%) = (Total Fee—Survey Fee) x (0.1) =$ 59,897.00
AttaWa*nt 8 04-o6a revised 24 Jan 05,dw
EXHIBIT "B-3C"
(Supplement to Attachment B)
FEES FOR SURVEYING SERVICES
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements (3,000 L.F)
D.O.E.No.4015
Surveying Services:
Re-construct Rail Road Right of Way $ 5,000.00
Project Control (horizontal and vertical) $ 9,500.00
Cross-sections
Main access road (6,000 If x$3.50) $ 18,000-00
Slope Topo (1000 If x$3.50) $ 4,000.00
Freeman/Esco Dr (500 If x $3.10) $ 1,550.00
1 H2O Service road (3,5001f x $3.10)= $ 12,500.00
Locate trees 6" and above = $ 7,500.00
Stake Bore locations (76) $ 10,000.00
Stake centerline for wetlands and
archeological study 4,500 If = $ 6,750.00
Tie wetlands delineation (approx 100 points) $ 5,000.00
Tie archeological delineation (approx 100 points) $ 5,000.00
Floodplain Survey
Creek Sections— 13 at 2,600ft ea = $ 50,000-00
Detail existing bridges = $ 9,800.00
Detail 2 structures at US 287 = $ 4,200.00
Detail Bridge on C.R. 2051 = $ 3,750.00
Locate top of rail for 5,000 ft = $ 6,000-00
Stake centerline for owner approval (4,500 If) $ 6,500-00
Utility mapping $ 10,000.00
Attachrvm 1304-M5 r"- ised 24 Jan'0 _
83--5
EXHIBIT "B-3C"
(Supplement to Attachment B)
FEES FOR SURVEYING SERVICES
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Free
D.O.E.No.4015
Easement or ROW Documents (5@ $1,680.00 ea) $ 8,400.00
Meetings throughout design $ 8,500.00
Total = $ 191,950-00
Atkldwnerd 8-04-MS revised 25 JW M."AD--
133-6
EXHIBIT "13-313"
(Supplement to Attachment B)
ADDITIONAL SERVICES
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements
D.O.E.No.4015
Additional Services:
A. Landfill Access Road
1. Conceptual Design Report $ 35,000-00
2. Topographic Surveying Svcs.(by MNVBE) $ 88,800-00
3. Erosion Control Plans & SW3P $ 8,000-00
4. Geotechnical Investigation $ 18,600-00
5. Wetlands Determination $ 4,700.00
6. Geotechnical Investigation (11-120) $ 15,400.00
7. Traffic Impact Analysis $' 9,645-00
8. Archeological Investigation $ 18,000.00
9. Meetings $ 6,000.00
10. OnCOR Permit(includes $250 filing fee) $ 1,450.00
11. Printing & Reproduction Subtotal $ 13,182-00
12- Administrative (10%) Fee on subs $ 26,580.00
13. Structural Support (review shop dwgs $ 20,000-00
and 30 site visits)
14. Survey Meetings $ 8,500.00
15. Easements $ 8,400-00
16. Construction Related Services
a. Bid Opening and Review $ 0-00
b. Compile Bid Tabulations $ 0.00
c. Pre-Construction Meeting $ 0.00
d. Final Field Inspection $ 0.00
Additional Services Landfill Access Subtotal $ 282,257.00
B. 2800 Linear Feet of IH 20 Access Road :
1. Schematic Design Review and Approval $ 7,500.00
2. Topo,Surveying Services (by M1WBE) $ 12,500.00
3. Erosion Control Plans& SV-13P $ 5,000.00
4. Prepare Easements/ROW do cs $ -0-
5. Traffic Control Plan and Construction Seq $ 7,500-00
6. Environmental Categorical Exclusion $ 15,000.00
7. Meetings & Reports $ 2,000.00
8. Printing& Reproduction Subtotal $ 10,903.00
9. Administrative(10%) Fee on BE firms $ 3,840.00
10. Construction Related Services
a. Bid Opening and Review $ 0.00
b. Compile Bid Tabulations $ 0.00
AftaChA*M B04-0605 remed 25 Jan 05.doe
B -7
EXHIBIT "13-313"
(Supplement to Attachment B)
c. Pre-Construction Meeting $ 0.00
d. Final Field Inspection $ 0.00
e. Structural Support $ 0.00
f. Construction Management $ 0.00
g. Construction Staking $ 0.00
h. Testing by Geotech $ 0.00
i. Inspection $ 0.00
Additional Services IH 20 Access Road $ 62,243.00
C. Floodplain Analysis and Permitting
1. Topographic Surveying Services $ 73,570.00
2. Meetings, Reports, CLOMR, and LOMR $ 8,000.00
3. Floodplain Modeling $ 45,000.00
4. Printing & Reproduction Subtotal $ 3,000.00
5. Administrative (10%) Fee on subs $ 7,375.00
6. Permitting (404) $ 3,000.00
Additional Services Floodplain Analysis
and Permitting Subtotal $ 140,125.00
Additional Services Total: $484,625.00
Aftlem-nt B�_04-OWS fevissed 24 Jan 06AM
B3—8
EXHIBIT "B-3E"
(Supplement to Attachment B)
FEE FOR REPRODUCTION SERVICES
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
1.H. 20 Access Road Improvements
D.O.E.No.4015
Printing & Reproduction:
Landfill Access Road with Bridge
Conceptual Design Report:
4 sets of Report N/A
Preliminary & Utility Clearance:
16 sets of Const. Plans $1.1 0/sht. x 120 sht./plan x 16 $ 2,112.00
4 sets pf Specifications $.075/sht. x 280 pg/specs x 4 $ 84.00
Final Plans:
5 sets of Const. Plans $1.10/Sheet x 120 sht./plan x 5 $ 660.00
5 sets of Specifications $.09/sheet x 280 Pg/Spec x 5 $ 126.00
Bid Documents:
50 Sets of Const. Plans $1.10/sheet x 120 Sht./Plan x 50 $ 6,600.00
50 Sets of Specifications $.09/sheet x 280 pg/spec x 50 $ 1,260.00
Mounted Exhibits for Public Meeting
I Drawings $300/Board x 3 each $ 900.00
Final Mylars for Record Purposes
I Set of Plans $12.00/Sht x 120 Sht./Plan x 1 $ 1,440.00
Printing & Reproduction Subtotal $10,500.00
I.H. 20 Access Road Improvements
Conceptual Design Report-
4 sets of Report N/A
Preliminary & Utility Clearance.-
16 sets of Const. Plans $1.101sht. x50sht./pIanx16x3sets $ 2,640.00
4 sets pf Specifications $.075/sht. x 280 pg1specs x 4 x 3 sets $ 252.00
Final Plans:
Aftachment 8 04-OW5 revised 25 Jan 05,dw 11,
63—9
EXHIBIT "B-3E"
(Supplement to Attachment B)
FEE FOR REPRODUCTION SERVICES
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
I.H. 20 Access Road Improvements
D.O.E.No.4015
5 sets of Const. Plans $1.10/Sheet x 50 sht.1plan x 5 $ 275.00
50sets of Specifications $.09/sheet x 280 Pg/Spec x 5 $ 126.00
Bid Documents:
50 Sets of Const. Plans $1.1 0/sheet x 50 Sht./Plan x 50 $ 2750.00
50 Sets of Specifications $.09/sheet x 280 pg/spec x 50 $ 1260.00
Mounted Exhibits for Public Meetings
1 Drawings $300/Board x 10 each $ 3000.00
Final Mylars for Record Purposes
I Set of Plans $12.00/Sht x 50 Sht.lPlan x 1 $ 600.00
Printing & Reproduction Subtotal $10,903.00
Floodplain Analysis and Permitting
CLOMR Exhibits and report $1,500.00
LOMR Exhibits and report $1,500.00
Printing & Reproduction Subtotal $3,000.00
Total Printing and Reproduction $ 27,065.00
Artachrment 8_04-ONS revised 25 Jan 05,dm
B3-- 10
ATTACHMENT C
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A
Landfill Access Road (from existing Southeast Landfill weigh station to I.H. 20)
and
IH 20 Access Road Improvements
D.O.E.No.4015
Changes and amendments to Standard Agreement and Attachment A include:
Contract is lump sum with the exception that the Base Design Fee and Additional
Services, for the IH 20 Access Road Improvements, may be removed from the Contract if
it is determined that those services are not required.
Attachment C Page I
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'
I DeOtte, Inc, Conceptual Estimate of Cos
!Land Fill Road 2400 foot bridge
L,,t',!Job No 2004102
iio
City of Fort Worth
ITEMIDESC PTION I UNIT QTY. PRICE! Cos
1 1 Clearing and Grubbing AC 14 5,000.0.01 $70,000.00
2 !Unclassified Excavation
"I V 50101010 2.001 $100,000.00
3 ;Earth Embankment CY 5.001 $225000*00
TN 1 130
10000 $13,000.00
5 7 inch lime stabilization -----§Y-1870 151 $18,705.00
7 .4-inch asphalt avement
p TN 1 1040 1 50.001 $52 000M
9 24-inch CL III storm nine LF 1000 1 28.001 $28,000.00
10 10 foot curb inlet EA 115i; 2,200 00 $13,200M
136-inch storm pipe LF 200 1 50.00' 10,00o.00
12 36-inch headwall A 1 4 800.001 $3,200.00
13 1 Bridge-2400 linear feet of 30 foot wide bridge SF 79nnn 50.001' $3,600,000.00
14 ,Metal Beam Guard Rail LF 200 30.00, 1 0
rich drivewav-20 feet onto the property SF 3000 4.00 $12000 00
18 Remove existinq curb and gutter LF 1 40 30.001 $1,200M
19 Sidewalk LF 1 $0.00
20 Silicon joint sealant LF -[-7�800 Z001 $15,600.00
21 Bollards to protect monitor wells LS I 1 1 �2 500 00 $2,500.00
23 Silt Fence L I 1 00 1001 $30,000.00
24 1 Hay Bales LF , 200 2.00 $400.00
25 6-inch concrete curb and gutter LF 1200 M, $4,800.00
28 Rip Rap SY 500 1
29 JHydromulch SY 5800 TOT $40,600.00
30 1'8 foot chain link fencing LF 3000 12.001 $36,000.00
1 SUBTOTAL Base Bid
10%Contingency
15%testing and inspection i
!Land- Acquisition 30 80001 $0.00
ITotal Estimated 1 $5,131,175,50
,
'
F71�DeOtte,, Inc,
:Ott 7 1 Conceptual Estimate of Cost
ji 05
H 20 Access Road Improvements (3000 LF) 24'wide drive with 2-_4'Shoulders
,Job No 2004102
City of Fort Worth
PLAN UNIT!
ITEM DESCRIPTION UNIT i QTY. ___0RICE,_COST
4 1 Lime TN 300 1C1110MI $30,000.00
'12000 2.15 $25,800,00
6 8-inch concrete pavement SY 8800 25.00! $220,0
7 '3-inch asphalt pavement as part of the paving TN 1600 50.bO7_$8 0,0 0 6.0 0
8 21-inch CL V storm pipe 5-00 40.00 $20,000.00
,24-inch CL III storm pipe 0 2&00j $0.00
11 136-inch storm pipe $0.00
12 121-inch headwall EA 2 6 200.00
4-Asphalt Shoulder I TN 600 OMI $30,000.00
,6 Pavement markinqs and traffic signs LS 1 1 5000.001--
17 Project signage LS 0 1,000.001 $0.00
ov
20 30.00 $600.00
19 Traffic Control LS 1 20,000-00i $20,000.00
20 1 Silicon joint sealant LF D 2.001
,::� � I Bollards to protect monitor wells LS 0 21500.00i $0.00
22 Landscaping 1 0 $101M
23 Silt Fence LF 1 600 1010 $1,200m
24 1 Hay Bales i LF 50 2M $100.00
26 Utility Adiustment LS 0 4000.00 $0.00
28 'Rip Rap SY 10 89 on -ItA90M
29 !Hydromulch SY 500 7.00! $3,500.00
SUBTOTAL Base Bid 1 $453,890.00
110% Contingency
5%testing and inspection
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COUNCIL DISTRICT 8
MAP CO REF. 93X AND 93Y
ATTACHMENT '•E_1„
LANDFILL ROAD
CITY OF FORT WORTH
FORT WORTH TEXAS
PORT
TOW IWAOC MORTON
TK T 'M02
., UU` 1200'
DeOtte
GRAPHIC SCALD" IN FEE1' CiVtL EMG NEER#x� Inc.�
SCALE I" = x'00' DRAWN O OA7E O.ECT NO.: SHE -
MTO AS SHOM 11 24 04 2004102-00 1 OF 2
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TTACHMENT "E-2"
FREE RIGHT TURN LANE
CITY OF FORT WORTH
FORT NORTH TPYAQ
PREPARM FOW UTY OF FORT"Tq
110M ThROCK"TON FORT"M, XXAS '3s9 o2
0 too 200' 400'
couNcIL DlsrRIcr 820
DeOtte, Inc.
6PA SCALE INFEcr MAPSCO REF. 93X AND 93Y CIVIL ENGINEERING
DRAWN Or. SCALE DATE PPROJECT NO--
2OD' MTc AS SHOWN 01 OS 08 2004102-00 SHEET:
1 OF
City of Fort Worth., Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 218/2005 - Ordinance Nos. 16289 and 16290
DATE: Tuesday, February 08, 2005
LOG NAME: 30LANDFILL REFERENCE NO.: C-20519
SUBJECT:
Adopt Appropriation Ordinance and Authorize Execution of an Engineering Agreement with DeOtte,
Inc. for Landfill Access Road and I.H. 20 Access Road
RECOMMENDATION:
It is recommended that the City Council:
1. Adopt the attached appropriation ordinance increasing appropriations in the Solid Waste Fund by
$903,529.00, and decreasing unreserved retained earnings by the same amount;
2. Authorize the transfer of $903,529.00 from the Solid Waste Fund to the Solid Waste Capital
Improvements Fund;
3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Solid
Waste Capital Improvements Fund by $903,529.00 from available funds; and
4. Authorize the City Manager to execute an engineering agreement with DeCitte, Inc., in the amount of
$790,920.00 for the Landfill Access Road from existing Southeast Landfill Weigh Station to I.H. 20 and
Improvement to the I.H. 20 Access Road near the Southeast Landfill Access Road.
DISCUSSION:
The City's Southeast Landfill is accessible through the City of Kennedale via Dick Price Road. In the past
two years, accessibility to the landfill has become a point of contention between the two cites. In order to
provide better ingress and egress for garbage trucks to the landfill, City staff recommends that an alternate
roadway be constructed that will provide unlimited all-weather access to the City's facility. After considering
several alternatives, it was determined that the best alternate was to provide access to the landfill from I.H.
20.
The scope of the project consists of the preparation of plans and specifi cations for the construction of
Landfill Access Road from the City's southeast landfill weigh station to I.H. 20 and the I.H. 20 Access Road
to the Landfill Access Road.
DeOfte, Inc., proposes to perform the necessary engineering design and survey work for a lump sum fee of
$790,920.00. City staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $112,609.00 is required for project management by the Engineering
Department.
DeOfte, Inc,, is in compliance with the City's M Ordinance by committing to 28.% M
participation. The City's goal on the project is 26%.
http.//www.cfwnet.org/council_packet/Reports/mc_print.asp 219/2005
Page 2 of 2
The project is located in COUNCIL DISTRICT 8, Mapsco 93X and 93Y.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that, upon approval of the above recommendations and adoption of the
attached appropriation ordinances, funds will be available in the current capital budget, as appropriated, of
the Solid Waste Capital Improvements Fund. The unrestricted cash balance of the Solid Waste Fund will be
$4,315,938.77.
TO Fund/Account/Centers FROM Fund/Account/Centers
P195 541200 052195005002 $790,920.00 PE64 538070 0525001 $903,529.00
PE64 538070 0525001 $903,529.00 P195 541200 052195005002 $790,920.00
P195 472064 052195005002 $903,529.00 P195 531350 030195005002 $112,609.00
P195 531350 030195005002 $112,609.00
Submitted for City Manager's Office by- Libby Watson (6183)
Originating Department Head: A. Douglas Rademaker(6157)
Additional Information Contact: A. Douglas Rademaker(6157)
http://ww-w,cfwnet.org/counc-il_packet/Reports/mc_print,asp 2/9/2005