HomeMy WebLinkAboutResolution - 2018-R0205 - Hugo Reed And Associates - 06/28/2018Resolution No. 2018-RO205
Item No. 6.7
June 28, 2018 RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for
and on behalf of the City of Lubbock, Professional Services Contract No. 13 182 for the Lowhead
C Supply Line Design Survey, by and between the City of Lubbock and Hugo Reed and
Associates, Inc,, and related documents. Said Contract is attached hereto and incorporated in this
resolution as if fully set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council on June 28, 2018
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DANIEL M. POPE, MAYOR
ATTEST:
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Reb, Maria, C'Ity Secret
APPROVED AS TO CONTENT:
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Michael G. Keenum, P.E., CFM, Director of Engineering/City Engineer
APPROVED AS TO CONTENT:
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urpin, P.E., A is I City Engineer/Capital Projects and Design
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APPROVED
Kelli Leisure, Assistant City Attorney
ccdocs/RES.PSC-13 182.Lowhead C Supply Line Design Survey
05.01.2018
PROFESSIONAL SERVICES CONTRACT
STATE OF TEXAS §
COUNTY OF LUBBOCK §
This Professional Service Agreement ("Agreement") Contract No. 13182 is entered into this 28
day of June , 2018, is by and between the City of Lut1bock (the "City"), a Texas home rule
municipal corporation, and Hugo Reed and Associates, Inc., (the" Engineer"), a Texas corporation.
WITNESSETH
WHEREAS, The City desires to contract with the Engineer to provide professional services for
Lowhead C. Supply Line Design Survey, (the "Activities"); and
WHEREAS, Engineer has a professional staff experienced and is qualified to provide
professional Engineer services related to Activities, and will provide the services, as defined below, for
the price provided herein, said price stipulated by City and Engineer to be a fair and reasonable price; and
WHEREAS, the City desires to contract with Engineer to provide professional services related to
the Activities desires to provide the Services related to same.
NOW THEREFORE, for and in consideration of the terms, covenants and conditions set forth in
this Contract, the City and Engineer hereby agree as follows:
ARTICLE I. TERM
The term of this Contract commences on the Effective Date and continues without interruption for
a term of 455 days. If the Engineer determines that additional time is required to complete the Services, the
City Engineer, may, but is not obligated to, in his or her discretion, execute an agreement to grant up to an
additional six (6) months of time so long as the amount of the consideration does not increase. An
amendment to this Agreement resulting in an increase in the amount of the consideration must be approved
by the City acting through its governing body.
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ARTICLE II. SERVICES AND COMPENSATION
A. Engineer shall conduct all activities and within such timeframes as set forth on Exhibit "A",
attached hereto (the "Services").
B. Engineer shall receive as consideration to be paid for the performance of the Services, in an
amount not to exceed S617,660.00, as set forth in Exhibit "B",
ARTICLE III. TERMINATION
A. General. City may terminate this Contract, for any reason or convenience, upon thirty (30) days
written notice to Engineer. In the event this Agreement is so terminated, the City shall only pay Engineer
for services actually performed by Engineer up to the date Engineer is deemed to have received notice of
termination, as provided herein.
B. Termination and Remedies. In the event Engineer breaches any term and/or provision of this
Contract, the City shall be entitled to exercise any right or remedy available to it by this Contract, at law,
equity, or otherwise, including without limitation, termination of this Contract and assertion of an action
for damages and/or injunctive relief. The exercise of any right or remedy shall not preclude the concurrent
or subsequent exercise of any right or remedy and all rights and remedies shall be cumulative.
ARTICLE IV. NON - ARBITRATION
The City reserves the right to exercise any right or remedy available to it by law, contract, equity,
or otherwise, including without limitation, the right to seek any and all forms of relief in a court of
competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to exercising
its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative and not exclusive,
and may be exercised concurrently. To the extent of any conflict between this provision and another
provision in, or related to, this Agreement, this provision shall control.
ARTICLE V. REPRESENTATIONS AND WARRANTIES
A. Existence. Engineer is a corporation duly organized, validly existing, and in good standing under
the laws of the State of Texas and is qualified to carry on its business in the State of Texas.
B. Corporate Power. Engineer has the corporate power to enter into and perform this Contract and
all other activities contemplated hereby.
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C. Authorization. Execution, delivery, and performance of this Contract and the activities
contemplated hereby have been duly and validly authorized by all the requisite corporate action on the part
of Engineer. This Contract constitutes legal, valid, and binding obligations of the Engineer and is
enforceable in accordance with the terms thereof.
D. Engineer. Engineer maintains a professional staff and employs, as needed, other qualified
specialists experienced in providing the Services, and is familiar with all laws, rules, and regulations, both
state and federal, including, without limitation the applicable laws, regarding the Activities contemplated
hereby.
E. Performance. Engineer will and shall conduct all activities contemplated by this Contract in
accordance with the standard of care, skill and diligence normally provided by a professional person in
performance of similar professional services, and comply with all applicable laws, rules, and regulations,
both state and federal, relating to professional services, as contemplated hereby.
F. Use of Copyrighted Material. Engineer warrants that any materials provided by Engineer for use
by City pursuant to this Contract shall not contain any proprietary material owned by any other party that
is protected under the Copyright Act or any other law, statute, rule, order, regulation, ordinance or
contractual obligation relating to the use or reproduction of materials. Engineer shall be solely responsible
for ensuring that any materials provided by Engineer pursuant to this Contract satisfy this requirement and
Engineer agrees to indemnify and hold City harmless from all liability or loss caused to City or to which
City is exposed on account of Engineer's failure to perform this duty.
ARTICLE VI. SCOPE OF WORK
Engineer shall accomplish the following: Professional Services related to the Services, as
provided in Exhibit "A", attached hereto and made a part hereof.
ARTICLE VII. INDEPENDENT CONTRACTOR STATUS
Engineer and City agree that Engineer shall perform the duties under this Contract as an
independent contractor and shall be considered as independent contractor under this Agreement and/or in
its activities hereunder for all purposes. Engineer has the sole discretion to determine the manner in which
the Services are to be performed. During the performance of the Services under this Agreement, Engineer
and Engineer's employees and/or sub -consultants, will not be considered, for any purpose, employees or
agents of the City within the meaning or the application of any federal, state or local law or regulation,
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including without limitation, laws, rules or regulations regarding or related to unemployment insurance, old
age benefits, workers compensation, labor, personal injury or taxes of any kind.
ARTICLE VIII. INSURANCE
Engineer shall procure and carry, at its sole cost and expense through the life of this Agreement,
except as otherwise provided herein, insurance protection as hereinafter specified, in form and substance
satisfactory to City, carried with an insurance company authorized to transact business in the state of Texas,
covering all aspects and risks of loss of all operations in connection with this Agreement, including without
limitation, the indemnity obligations set forth herein. Engineer shall obtain and maintain in full force and
effect during the term of this Agreement, and shall cause each approved subcontractor or sub -consultant of
Engineer t to obtain and maintain in full force and effect during the term of this Agreement, commercial
general liability, professional liability and automobile liability coverage for non -owned and hired vehicles
with insurance carriers admitted to do business in the state of Texas. The insurance companies must carry
a Best's Rating of A-VII or better. Except for Professional Liability, the policies will be written on an
occurrence basis, subject to the following minimum limits of liability:
Commercial General Liability:
Per Occurrence Single Limit: $1,000,000
General Aggregate Limit: $2,000,000
Professional Liability:
Combined Single Limit: $1,000,000
Automobile Liability:
Combined Single Limit for any auto: $1,000,000 Per Occurrence
Employer's Liability:
Per Occurrence Single Limit: $1,000,000
Engineer shall further cause any approved subcontractor or sub -consultant to procure and carry,
during the term of this Agreement, the insurance coverage required of Engineer herein, including without
limitation, Professional Liability coverage, protecting City against losses caused by the professional
negligence of the approved subcontractor or sub -consultant. The City shall be listed as a primary and
noncontributory additional insured with respect to the Automobile Liability and Commercial General
Liability and shall be granted a waiver of subrogation under those policies. Engineer shall provide a
Certificate of Insurance to the City as evidence of coverage.
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The Certificate shall provide 30 day's notice of cancellation. A copy of the additional insured
endorsement and waiver of subrogation attached to the policy shall be included in the Certificate. Engineer
shall elect to obtain worker's compensation coverage pursuant to Section 406.002 of the Texas Labor Code.
Further, Engineer shall maintain said coverage throughout the term of this Agreement and shall comply
with all provisions of Title 5 of the Texas Labor Code to ensure that the Engineer maintains said coverage.
The Engineer may maintain Occupational Accident and Disability Insurance in lieu of Worker's
Compensation. In either event, the policy must be endorsed to include a waiver of subrogation in favor of
the City. If at any time during the life of the Agreement or any extension hereof, Engineer fails to maintain
the required insurance in full force and effect, Engineer shall be in breach hereof and all work under the
Agreement shall be discontinued immediately.
Notwithstanding anything contained herein to the contrary, the professional liability policy shall be
maintained at Engineer's sole cost and expense. The retroactive date shall be no later than the
commencement of the performance of this Contract and the discovery period (possibly through tail
coverage) shall be no less than 10 years after the completion of the Services provided for in this Contract.
The provisions of this Article VIII shall survive the termination or expiration of this Agreement.
ARTICLE IX. EMPLOYMENT OF AGENTS/RETAINING OF CONSULTANTS
Engineer may employ or retain consultants, contractors, or third parties (any of which arc referred
to herein as "Sub -consultant"), to perform certain duties of Engineer, as set forth on Exhibit "A", attached
hereto, under this Contract, provided that City approves the retaining of Sub -consultants. Engineer is at all
times responsible to City to perform the Services as provided in this Agreement and Engineer is in no event
relieved of any obligation under this Contract upon retainage of any approved Sub -consultant. Any agent
and/or Sub -consultant retained and/or employed by Engineer shall be required by Engineer to carry, for the
protection and benefit of the City and Engineer and naming said third parties as additional insureds,
insurance as described above required to be carried by Engineer in this Contract.
Engineer represents that such services are either under applicable value thresholds or are otherwise
exempt from notice and/or bid requirements under Texas Law.
ARTICLE X. CONFIDENTIALITY
Engineer shall retain all information received from or concerning the City and the City's business
in strictest confidence and shall not reveal such information to third parties without prior written consent
of the City, unless otherwise required by law.
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ARTICLE XI. INDEMNITY
ENGINEER SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF LUBBOCK AND
ITS ELECTED OFFICIALS, OFFICERS, AGENTS, AND EMPLOYEES FROM ALL SUITS,
ACTIONS, LOSSES, DAMAGES, CLAIMS, OR LIABILITY OF ANY KIND, CHARACTER, TYPE,
OR DESCRIPTION, INCLUDING WITHOUT LIMITING THE GENERALITY OF THE FOREGOING,
ALL EXPENSES OF LITIGATION, COURT COSTS, AND ATTORNEYS FEES, FOR INJURY OR
DEATH TO ANY PERSON, OR INJURY TO ANY PROPERTY, RECEIVED OR SUSTAINED BY
ANY PERSON OR PERSONS OR PROPERTY, TO THE EXTENT ARISING OUT OF, RELATED TO
OR OCCASIONED BY, THE NEGLIGENT ACTS OF ENGINEER, ITS AGENTS, EMPLOYEES,
AND/OR SUBCONSULTANTS, RELATED TO THE PERFORMANCE, OPERATIONS OR
OMISSIONS UNDER THIS CONTRACT AND/OR THE USE OR OCCUPATION OF CITY OWNED
PROPERTY. THE INDEMNITY OBLIGATION PROVIDED HEREIN SHALL SURVIVE THE
EXPIRATION OR TERMINATION OF THIS AGREEMENT.
ARTICLE XII. COMPLIANCE WITH APPLICABLE LAWS
Engineer shall comply with all applicable federal, state and local laws, statutes, ordinances, rules
and regulations relating, in any way, manner or form, to the activities under this Contract, and any
amendments thereto.
ARTICLE XIII. NOTICE
A. General. Whenever notice from Engineer to City or City to Engineer is required or permitted
by this Contract and no other method of notice is provided, such notice shall be given by (1)
actual delivery of the written notice to the other party by hand (in which case such notice shall
be effective upon delivery); (2) facsimile (in which case such notice shall be effective upon
delivery); or (3) by depositing the written notice in the United States mail, properly addressed
to the other party at the address provided in this article, registered or certified mail, return
receipt requested, in which case such notice shall be effective on the third business day after
such notice is so deposited.
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B. Engineer'sAddress. Engineer'saddress and numbers for the purposes of notice are:
Hugo Reed and Associates, Inc.
John Allen, P.E., R.P.L.S., G.I.S.P.
1601 Avenue N
Lubbock, Texas 79401
Telephone: (806) 763.5642
Facsimile: (806) 763.3891
C. City's Address. The City's address and numbers for the purposes of notice are:
Josh Kristinek, P.E.
City of Lubbock
P.O. Box 2000
1625 13th Street
Lubbock, Texas 79457
Telephone: (806) 775.3397
D. Change of Address. Either party may change its address or numbers for purposes of notice by
giving written notice to the other party as provided herein, referring specifically to this Contract, and setting
forth such new address or numbers. The address or numbers shall become effective on the 15th day after
such notice is effective.
ARTICLE XitV. CITY -PROVIDED DATA AND RESPONSIBILITIES
A. Provision of Data. City shall furnish Engineer non -confidential studies, reports and other
available data in the possession of the City pertinent to Engineer's Services, so long as City is entitled to
rely on such studies, reports and other data for the performance of Engineer's Services under this Contract
(the "Provided Data"). Engineer shall be entitled to use and rely, so long as such reliance is reasonable,
upon all such Provided Data.
ARTICLE XV. MISCELLANEOUS
A. Captions. The captions for the articles and sections in this Contract are inserted in this Contract
strictly for the parties' convenience in identifying the provisions to this Contract and shall not be given any
effect in construing this Contract.
B. Audit. Engineer shall provide access to its corporate books and records to the City. The City
may audit, at its expense and during normal business hours, Engineer's books and records with respect to
this Contract between Engineer and City.
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C. Records. Engineer shall maintain records that are necessary to substantiate the services provided
by Engineer.
D. Assignability. Engineer may not assign this Contract without the prior written approval of the
City.
E. Successor and Assigns. This Contract binds and inures to the benefit of the City and Engineer,
and in the case of City, its respective successors, legal representatives, and assigns, and in the case of
Engineer, its permitted successors and assigns.
F. Construction and Venue.
THIS CONTRACT SHALL BE GOVERNED BY AND CONSTRUED IN ACCORDANCE WITH THE
LAWS OF THE STATE OF TEXAS. THIS CONTRACT IS PERFORMABLE IN LUBBOCK COUNTY,
TEXAS. THE PARTIES HERETO HEREBY IRREVOCABLY CONSENT TO THE SOLE AND
EXCLUSIVE JURISDICTION AND VENUE OF THE COURTS OF COMPETENT JURISDICTION OF
THE STATE OF TEXAS, COUNTY OF LUBBOCK, FOR THE PURPOSES OF ALL LEGAL
PROCEEDINGS ARISING OUT OF OR RELATING TO THIS CONTRACT OR THE ACTIONS THAT
ARE CONTEMPLATED HEREBY.
G. Severability. If any provision of this Contract is ever held to be invalid or ineffective by any
court of competent jurisdiction with respect to any person or circumstance, the remainder of this Contract
and the application of such provision to persons and/or circumstances other than those with respect to which
it is held invalid or ineffective shall not be affected thereby.
H. Amendment. No amendment, modification, or alteration of the terms of this Contract shall be
binding unless such amendment, modification, or alteration is in writing, dated subsequent to this Contract,
and duly authorized and executed by Engineer and City.
I. Entire Agreement. This Contract, including Exhibits "A, B, B-1, and C" attached hereto, contains
the entire agreement between the City and Engineer, and there are no other written or oral promises,
conditions, warranties, or representations relating to or affecting the matters contemplated herein.
J. No Joint Enterprise. Nothing contained herein shall be construed to imply a joint venture, joint
enterprise, partnership or principal — agent relationship between Engineer and the City.
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K. Documents Owned by City. Any and all documents, drawings and specifications prepared by
Engineer as part of the Services hereunder, shall become the property of the City when Engineer has been
compensated as set forth in Article II, above. The Engineer shall make copies of any and all work products
for its files.
L. Notice of Waiver. A waiver by either City or Engineer of a breach of this Agreement must be in
writing and duly authorized to be effective. In the event either party shall execute and deliver such waiver,
such waiver shall not affect the waiving parry's rights with respect to any other or subsequent breach.
M. Third Party Activities. Nothing in this Agreement shall be construed to provide any rights or
benefits whatsoever to any party other than City and Engineer.
N. Non -Appropriation. All funds for payment by the City under this Contract are subject to the
availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of
funds by the City Council of the City of Lubbock for the services provided under the Contract, the City will
terminate the Contract, without termination charge or other liability, on the last day of the then -current
fiscal year or when the appropriation made for the then -current year for the services covered by this Contract
is spent, whichever event occurs first (the "Non -Appropriation Date"). If at any time funds are not
appropriated for the continuance of this Contract, cancellation shall be accepted by the Engineer on thirty
(30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be
obligated under this Contract beyond the Non -Appropriation Date.
REMAINDER OF PAGE LEFT BLANK INTENTIONALLY
Page 9 of 10
EXECUTED as of the Effective Date hereof.
CITY OF LUBBOCK
__ t___�
Daniel M. Pope, MAYOR
ATTEST:
— Q00'e-t, -
Rebecca t3m-a, City Secretary
APPROVED AS TO CONTENT:
1h,,e,4j 2i� L,
Michael G. Keenuan, P.E., CFM, Director of Engineering/ City Engineer
APPROVED AS TO CONTENT:
gincer/Capital Projects and Design
APPROVED AS TO FORM:
Kdlli Leisure, Assistant City Morney
Fim
Hugo Reed and Associates, Inc.
By:
Stevan M. Coleman, P.E.
President
Page 10 of 10
EXHIBIT "A"
Scope of Services for
Lowhead C Supply Line Design Survey
Project Understanding
The City's ultimate objective is the design of a 32" water supply line connecting the Bailey County Supply
Line at 261^ Street and Upland Avenue to Pump Station Number 14 at 74t^ Street and Milwaukee Avenue.
City staff has prepared a conceptual alignment for the proposed water supply line. This project will include
an analysis of that alignment and study possible altematives to determine the most efficient route. City
staff will be producing the final supply line design. Data suitable for use in the final engineering design of
the selected route will be provided by the engineer. The following tasks represent the efforts required to
deliver that data.
1. Design Project Management
1.1. Develop project communication plan
1.2. Develop project contact list
1.3. Progress and Review Meetings:
1.3.1 Schedule, prepare for, conduct and document Progress Meetings and Review
Meetings to monitor the development of the project.
• One (1) Project Alignment Meeting
• One (1) Final Alignment Review Meeting
• One (1) Design File Submittal Review Meeting
• Five (5) ROW Progress Meetings
1.4. Site Visits — Three (3) site visits
1.5. Develop detailed project schedule and interim milestones (coordinate with City staff)
1.6. Project Administration
1.6.1 Prepare and e-mail Monthly progress reports to the project team (City), subconsultants
(as necessary), and Consultant Staff)
1.6.2 Prepare project correspondence and invoicing documents
1.7. Submittals
1.7.1 Engineer will perform an internal review prior to all major milestone submittals. QAIQC
comments will be collected from each internal reviewer, documented, and comments
addressed prior to each plan submittal to the City
1.7.2 City review comments will be documented and addressed after each review meeting.
Engineer will create a "Comment Log" in spreadsheet format, documenting the
comment and the action taken to resolve the comment.
1.8. Coordinate with subconsultants
2. Routing and Alignment Study (by KHA)
2.1. Kick -Off Meeting
2.1.1 Prepare for and attend a kick-off meeting with the Client and City to develop criteria for
alignment selection and design parameters.
2.2. Data Collection
2.2.1 Engineers subconsultant(s) will collect and categorize the Information provided by the
Client or the City as described below.
2.2.2 Engineers subconsultant(s) will coordinate with City staff and franchise utility companies.
2.3. Water Line Alignment Evaluation
2.3.1 Evaluate up to three (3) alignment variations of the conceptual alignment prepared by
the City throughout the water line area based on the following criteria:
• Water System Master Plan
• Conflict with existing and proposed infrastructure
Lowhead C Supply tine Design Survey Exhibit "A" - Page 1 of 9
Engineering & Surveying Scope of Services March 12, 2018
• Pipe material
• Property ownership
• Permitting
• Easement acquisition requirements
• Constructability
• Maintenance
• Construction costs
2.3.2 Engineers subconsultant(s) will perform three (3) site visits to evaluate the alignment
variations.
2.4. Routing and Alignment Report
2.4.1 Provide 22"x34" exhibits and letter report summarizing the evaluation of the three (3)
proposed alignment alternatives for the water line. The exhibits and letter report will
include the following:
• Criteria for alignment selection and design parameters developed during the
kick-off meeting.
• Advantages and disadvantages of each alignment.
• Recommended alignment.
• Recommended pipe material with alternates.
• Recommended type of construction (open cut, bore, tunneling, etc.).
• Preliminary Opinion of Probable Construction Cost (OPCC) for each alignment
• Preliminary construction schedule for each alignment.
• Alignment exhibits.
- aerial photograph showing the approximate alignment
- property information obtained from the Clients property acquisition
task
- recommended easement/right-of-way requirements
• Preliminary environmental evaluation including applicable information
obtained from the record search, site visit observations, site photographs,
and maps of potential contaminated sites.
2.4.2 Routing and Alignment Submittal
• Engineers subconsultant(s) will attend up to two (2) review meetings with Client
and City staff in Lubbock and conduct an electronic review. Review
comments will be recorded during this meeting and distributed to members of
the design team. This review shall include the following:
- Six (6) copies of the Routing and Alignment Report for review and
comment.
• Address comments and prepare final routing and alignment report.
3. Environmental Constraints Analysis (by KHA)
Perform an Environmental Constraints Analysis which will consist of a desktop review and a
subsequent site reconnaissance to preliminarily identify potential areas of interest which may
present potential environmental constraints within the site limits and a buffer of 50 feet on either
side of the waterline alignment.
3.1. Desktop Review
3.1.1 Engineers subconsultant(s) will research and compile readily available published
resource documents/data to preliminarily identify potential areas of interest which
may present potential constraints within the site limits and a buffer of 50 feet on
either side of the waterline alignment. Selected resource documents/data may
include:
• aerial photographs
• topographic maps
• applicable federal and state threatened and endangered species county lists
• designated critical habitat Information
Lowhead C Supply Line Design Survey Exhibit "A" - Page 2 of 9
Engineering & Surveying Scope of Services March f2, 2018
• published species profile information
• Texas Parks and Wildlife Department (TPWD) occurrence records (a response
from TPWD with occurrence records typically takes approximately one week)
• soil survey maps
• National Wetlands Inventory (NWI) maps
• documented cultural resources d eta published by the Texas Historical
Commission (THC)
• Railroad Commission of Texas (RRC) water wells, oil wells, and mine
documentationrnformation.
3.1.2 Potential constraints to be assessed include wetlands and surface waters, threatened
and endangered species suitable habitats, documented cultural resources, and
migratory bird habitat.
3.1.3 The deliverable will consist of the following items:
• Exhibit showing the results of desktop constraints analysis within the entire
site limits.
• Narrative results of the desktop constraints analysis will be presented to the
Client In an email.
3.2. Site Reconnaissance
3.2.1 Following the desktop review, Engineers subconsultant(s) will perform a site
reconnaissance in an attempt to visually observe potential constraints onsite. Based on
the results of the site reconnaissance, Engineers subconsultant(s) will suggest site
plan development altematives with the goal to avoid or minimize impact upon the
potential constraints identified.
3.2.2 Upon completion of the site reconnaissance, Engineers subconsultant(s) will prepare
a summary letter and accompanying exhibits, which will include the locations of
identified constraints as deemed appropriate by consultant. The summary letter will
provide professional opinions related to potential impacts to identified constraints
(if any) and will provide recommendations and/or potential regulatory implications
associated with future proposed development. If alterations to the decided route would
be appropriate to avoid constraints, detailed recommendations and future action
options will be provided. It should be known that the site reconnaissance will be
performed once the route is selected.
4. Preliminary Environmental Evaluation (by KHA)
Engineers subconsultant(s) will perform a Preliminary Environmental Evaluation along the proposed
waterline corridor to attempt to identify sites which may pose a potential contamination risk to
construction activities associated with the proposed project. The Preliminary Environmental
Evaluation will not be presented in accordance with the due diligence procedures and
methodology presented in ASTM E 1527-13; however, the following will be performed:
4.1. Record Search — An environmental database search will be prepared encompassing the
minimum search distances listed in ASTM E1527-13, 8.2.1. This report will be reviewed for
known and suspect contaminated sites. Where available, local environmental agency, and
other local governmental authority files, as defined in ASTM E 1527-13, 8.2.2.1 may be
reviewed, if the EP determines the files to be reasonably ascertainable and relevant.
4.2. Aerial Photograph and Topographic Map Review — Retrieve and examine readily available
historical aerial photographs and topographic maps of the site and the surrounding
vicinity. Aerial photographs and topographic maps will be researched to the earliest date
that is reasonably obtainable.
4.3. Site Reconnaissance — Conduct one (1) site reconnaissance visit along the proposed
corridor. The site reconnaissance will be non-invasive. We will not collect and/or analyze
any samples. The site reconnaissance for the Preliminary Environmental Evaluation will be
performed concurrently with the site visit for the Environmental Constraints Analysis. If the
Preliminary Environmental Evaluation is authorized at a separate time requiring a second
mobilization, additional fees would apply.
Lowhead C Supply Line Design Survey Exhibit "A"- Page 3 of 9
Engineering & Surveying Scope of Services March 12, 2018
5. Geotechnical Engineering (by PVTX)
5.1. Field Data
5.1.1 Drill and sample 16 borings as shown on the attached site map. Borings will be
advance to a depth of 20ft below existing grade.
5.1.2 Determine subsurface conditions and make recommendations regarding embedment,
backfill and excavation parameters
5.1.3 Obtain soil resistivity measurements using ASTM G-57-95. The measurements will be
taken to depths of 5, 10. 15-feet. Sets of readings will be recorded at approximately
1,000-foot intervals, including one set at each end of the pipeline.
5.1.4 Test soil samples collected near the bottom of the proposed pipeline for moisture
content, pH, chloride ion concentration, sulfide ion concentration and conductivity.
Water samples will be similarly tested with the addition of sulfate ions.
5.2. Data Analysis and Lab Work
5.2.1 Laboratory test results will be used to classify the soils according to the AASHTO soil
classification. It will also determine the soil and groundwater conditions relative to utility
installation.
5.2.2 Evaluate soil resistivity test data including the use of Barnes Layer techniques for
determining resistivities of the soil layer where pipelines are to be installed.
5.2.3 Soil samples will be tested in the laboratory for moisture content, pH, chloride ion
concentration, sulfide ion concentration and conductivity. Water samples will be
similarly tested, with the exception of moisture content. Sulfate ion concentrations will
be determined for water samples as well.
6. Subsurface Utility Engineering (by RIOS)
SUE work required for this project will be performed in general accordance with the
recommended practices and procedures described in ASCE Publication Cl/ASCE 38-02 (Standard
Guideline for the Collection and Depiction of Existing Subsurface Utility Data). As described in the
mentioned ASCE publication, four levels have been established to describe the quality of utility
location and attribute information used on plans. The four quality levels are as follows:
• Quality Level D (QL"D") — Information derived from existing records;
• Quality Level C (QL"C") - QL"D" information supplemented with information obtained by
surveying visible above -ground utility features such as valves, hydrants, meters, manhole
covers, etc.
• Quality Level B (QL"B") — Two-dimensional (x,y) information obtained through the application
and interpretation of non-destructive surface geophysical methods. Also known as
"designating" this quality level provides the approximate horizontal position of subsurface
utilities within approximately one foot.
• Quality Level A (QL"A") — Also known as "locating", this quality level provides precise three-
dimensional (x,y,z) information at critical locations by exposing specific utilities. Non-
destructive vacuum excavation equipment is used to expose the utilities at specific points
which are tied down by survey
6.1. The due -diligence provided for this project will consist of reviewing "As -Built" documents
available from the City and utility owners. Utilities that are not identified through these efforts
will be here forth referred to as "unknown" utilities. The defined work area will be scanned
using electronic prospecting equipment to search for "unknown utilities". Locating and
designating these "unknown" utilities outside of the immediate route area is not included in this
work.
6.2. For purposes of this proposal, it has been assumed that 30,000 linear feet of utilities will be
designated by QL "B" and a total of twenty (20) test holes will be required.
6.3. Upon receipt of the processed survey data, a preliminary review of the data will be performed
to check for completeness and accuracy. Once this preliminary review is complete the required
SUE deliverables will be prepared which include plan sheets that are signed and sealed.
Lowhead C Supply Line Design Survey Exhibit "A" - Page 4 of 9
Engineering & Surveying Scope of Services March 12, 2018
6.4. Preliminary field sketches depicting the designated utilities will be prepared for use during
subsequent surveying activities. These sketches will also be used to check the survey
information for completeness and accuracy.
6.5. Utility designating marks will be utilized to layout the test -hole locations. When test holes are
required under pavement, a 10" core drill will be used to prevent spawling. The test hole will
be backfilled with clean, dry backfill and finished with like material, concrete or asphalt.
6.6. Non-destructive vacuum excavation equipment will be used to excavate test holes at the
required locations. Once each utility is located, the utility type, size, material, depth to top, and
general direction will be recorded. Each test hole will be assigned a unique ID number and will
be marked with rebar/cap, nail/disk, or chiseled X, as appropriate. The test -hole ID number
and other pertinent utility information will be placed at each test -hole location. Test -hole
excavations will be backfilled with appropriate material and the original surface will be restored.
The backfill will be compacted in lifts by mechanical means to prevent future settlement.
6.7. SUE plans depicting the type and horizontal location of the designated utilities will be prepared.
The size of each utility will also be presented on the SUE plans where test -holes have been
completed. Where no test -holes have been completed, the size and material type will be
provided only if the information is indicated on available record drawings.
6.8. A summary sheet containing test hole field notes will be produced. A test hole data form will
be prepared for each test hole following receipt of coordinate and elevation information from
the surveyor. SUE plans depicting designated utility information will be revised to include test
hole locations.
7. Survey (by Engineer)
7.1. Establish horizontal and vertical control for this project using available City of Lubbock control
information
7.1.1 Set minimum of three (3) permanent control monuments per mile with aluminum caps
set in concrete or in tops of curbs where possible.
7.1.2 Establish horizontal control (NAD83) and vertical control (NAVD88) for monuments
using digital level and City of Lubbock control.
7.1.3 Set additional permanent control monuments at key project locations.
7.2. Design Survey
7.2.1 Perform a topographic and improvement survey to identify and locate existing
topographic elements within the project corridor including, but not limited to the
following:
• Topographic cross -sections throughout project limits at 100-foot intervals, at
cross streets, driveways, grade breaks, and at additional locations as required
• Existing pavement, curbs, sidewalks, barrier free ramps, etc.
• Roadway and lane striping
• Utility manholes, vaults, water valves, water meters, telephone poles, power
poles, utility markers, water well features, other public utilities, and franchise
utilities
• Signs (excluding temporary signs)
• Trees with caliper greater than 6 inches
• Buildings and permanent structures
• Fence limits and material types (excluding temporary fences)
• Other applicable physical features that could impact design
7.2.2 Detailed topographic and improvement survey of the following intersections; 26th Street
and Upland Avenue, 34~h Street and Upland Avenue, Railroad Crossing at 39th Street,
50'h Street and Upland Avenue, 66ei Street and Upland, Railroad Crossing at 661h
Street, 660 Street and Marsha Sharp Freeway, 66m Street and Quincy Avenue
7.2.3 Detailed topographic and improvement survey of the following corridors:
• Upland Avenue from 26th Street to 661h Street
• 66<h Street from Upland Avenue to Quincy Avenue
• Quincy Avenue from 66th Street to approximately 74th Street
towhead C Supply Line Design Survey Exhibit "A" - Page 5 of 9
Engineering & Surveying Scope of Services March f 2, 2018
0 From Quincy Avenue to Lowhead C pump station
7.2.4 Detailed topographic and improvement survey of Lowhead C pump station fie in
location
7.2.5 Locate Geotechnical test holes, corrosivity testing locations and monitoring wells (as
required)
7.2.6 Prepare a survey control sheet in digital format.
7.2.7 Prepare a final 2D Improvement survey drawing in digital format showing improvement
features located in the design survey
7.2.8 Prepare a final 3D topographic drawing in digital format (including 3D points,
breaklines and contours as well as a fin file) showing the features located in the design
survey and an ASCII coordinate file of the points located in the field with feature
descriptions.
7.3. Right -of -Way Survey
7.3.1 Data Collection and Property Research
Gather existing plat information
Collect property owner and record information
Gather existing right-of-way and easement information
7.3.2 Prepare and distribute right -of -entry letters to affected adjacent landowners
Right -of -entry letters Will be printed on City of Lubbock letterhead and approved
by City staff
7.3.3 Locate section comers to establish alignments
7.3.4 Establish existing Rights -of -Way in the areas listed in 7.2.2 and 7.2.3
7.3.5 Prepare ROW Base Map in digital format to include the following information:
Parcels and easements with current recording information
Owners name
Parcel number (as applicable)
Available existing platted easements or easements filed by separate instrument
including easements provided by utility companies
6. Land Acquisition Services
Engineer will perform all land acquisition and associated services on the estimated 13 parcels as
outlined below in Tasks 8.1-8.6. Should additional parcels be identified, or the preliminary route
altered during project requiring additional services that are outside this scope, Engineer will advise
the City of substantial changes and negotiate an amendment to this agreement in good faith.
8. 1. Appraisals (by TCA)
8.1.1 Engineers subconsultant(s) shall have prepared under their supervision written
appraisals for each parcel to be acquired. Each appraisal shall be reviewed for
accuracy. The appraisals will be submitted to the City with recommendations for just
compensation for each parcel. Two valuations for each parcel will be provided. One
valuation will be prepared representing pre -construction conditions and one valuation
representing post -construction conditions
8.2. Property Costs and Pricing (by TCA)
8.2.1 Preliminary valuations of properties will be developed by Engineers subconsultant(s).
The offering price for the properties will be established based on the preliminary
valuations and in consultation With City staff. A value to be used for negotiation will be
determined and a range of authority defined by City staff for task 8.5.
8.3. Documents Preparation (by CTH&G)
8.3.1 The Engineer and Engineers subconsultant(s) will prepare surveys, legal descriptions,
and parcel plats required for the preparation of the necessary rights -of -way
documents. All documents will be submitted to City staff for review and approval prior
to use in task 8.5.
8.4. Title Information (by CTH&G)
8.4.1 Title reports Will be secured from a title company of Engineers choice for each parcel
and reviewed for color of title, oil & gas leases and severed mineral rights.
8.5. Negotiation (by ROLS)
Lowhead C Supply Line Design Survey Exhibit 'A" - Page 6 of 9
Engineeting & Surveying Scope of Services Match 1Z 2018
8.5.1 Permission from affected land owners will be obtained and signed documentation
provided to others requiring access to the subject tracts. If necessary, negotiations for
compensation for right -of -entry will be conducted In consultation with the City.
8.5.2 Contact and meet with adjacent land owners to secure rights -of -way. This will consist
of no less than three to a maximum of five contacts with the land owner. If an
agreement with the land owner cannot be reached during the five contacts, no further
contacts will be made, and the parcel will be referred to City staff.
8.6. Right -of -Way Acquisition Management
8.6.1 Engineer will prepare Right -of -Entry letters for all acquisition parcels. Engineer shall
coordinate contacts with City staff and title company to facilitate closing and assist in
the filing of the ROW documents. All parcel documentation, meetings,
correspondence, coordination efforts and monthly updates.
Information to be Provided by the City
Lowhead C Supply Line Conceptual Alignment
Existing and Available Record Drawings (hard copy or electronically)
Water system improvements.
Sanitary sewer system improvements.
Roadway improvements.
Storm water improvements.
Existing and Available digital maps
Block or R.O.W. maps.
Utility maps (water, sewer, and storm sewer) in GIS format.
In progress and planned projects in the study area
Street/Roadwayfrransportabon improvements (including MPO).
Water system improvements.
Sanitary sewer system improvements.
Storm water system improvements.
Water Master Plan, current version
Electronic version of water model if available.
Assumptions (i.e. Land Use, Population, Growth, etc.) used in the
creation of the model.
Additional Services not Included In this Scope
0 Design, bidding or construction phase services
a Update to the City's water master plan
0 Construction staking
0 Existing utility relocations
0 SUE utility locates not specifically referenced in Task 6
a Construction Contract Administration
0 Preparation for and attendance at public meetings beyond what was identified in the
scope
0 Redesign to reflect project scope changes requested by the City to address changed
conditions mandated by changing governmental laws.
9 Closing costs and associated fees
6 Curative Title services
0 Condemnation services
a Right -of -Way parcels not identified in Task 8
Lowhead C Supply Line Design Survey Exhibit uA " - Page 7 of 9
Engineering & Surveying Scope of Services March 1Z 2018
Schedule
Engineer will provide the services listed as expeditiously as practical to meet the schedule of one (1) year
from notice to proceed.
Fee and Billing
Engineer will provide the professional services identified as 1-9 in this scope of services and shown in the
table below on a labor fee plus expense basis total, not to exceed $617,660, which includes all
reimbursable expenses. The not to exceed amount will not be exceeded without the client's prior written
approval and amendment to this agreement. The reimbursable fee separations below are provided for
budgeting purposes and are intended to represent a general budget for each task. Engineer reserves the
right to reallocate the budget among the tasks as determined necessary by the engineer and approved by
the client's representative. Labor fees will be billed according to the attached rate schedule.
Reimbursable fees will be invoiced monthly based on the actual amount of services performed and
expenses incurred. Payment of all fees will be due within 30 days of clients'recelpt of invoice.
Task:
Task Fee:
1 .
Project Management
$37,338
2.
Routing and Alignment Study
$74,900
3.
Environmental Constraints Analysis
$15,700
4.
Preliminary Environmental Evaluation
$7,500
5.
Geotechnical Engineering
$33,000
6.
Cultural Resources Assessment
$18,500
7.
Subsurface Utility Engineering
$87,900
8.
Design and Right -of -Way Survey
$151,922
9.
Land Acquisition Services
$190,900
Total Reimbursable Fee:
$617,660
Lowhead C Supply Line Design Survey Exhibit "Am - Page 8 of 9
Engineering & Surveying Scope of Services March IZ 2018
Hugo Reed and Associates, Inc.
Standard Rate Schedule (Hourly)
Senior Professional ......................................................... $180-$167
Professional .................................................................. $167-$135
Technical Support Staff .................................................... $108-$85
Support Staff .................................................................. $91-$60
SurveyCrew .................................................................. $180
Effective February 2018
Lowhead C Supply Line Design Survey Exhibit "A" - Page 9 of 9
Engineering & Surveying Scope of Services March 1Z 2018
HUGO REEO
AND ASSOCIATES, INC.
Exhibit B-Budget Summary
Date: March 12,2018
LOWHEAD C SUPPLY LINE DESIGN SURVEY
BASIC SERVICES
Project Fee Calculation
Task Budget Summary
No. Task Name Hours Labor Expenses Subtotal
I
Project Management
146
$19,138
$ 18,200
$ 37,338
—2
Routing and Alignment Study
$ 74,900
$ 74,900
3
Environmental Constraints Analysis
$ 15,700
$ 15,700
—4
Preliminary Environmental Evaluation
-
$ 7,500
$ 7,500
5
Geotechnical Engineering
-
$ 33,000
$ 33,000
6
Cultural Resources Assessment
-
$ 18,500
$ 18,500
7
Subsurface Utility Engineering
-
$ 87,900
$ 87,900
—8
Design & Right -of -Way Survey
1121
$150,482
$ 1,440
$1151,922
—9
Land Acquisibon
I
2401
$ 32,600
$ 158,300 1
$ 190,900
I
I
Project Totals 1507 $ 202,220 $ 415,440 $ 617,660
Page I of 4
HUGO REED
AND ASSOCIATES, INC.
LOWHEAD C SUPPLY LINE DESIGN SURVEY
BASIC SERVICES
Task I Project Management Fee Calculation
Task I Project Management Budget
No- Sub -Task Dasctinflan
Exhibit B-Task 1 Summary
Date: March 12,2018
41
w
Fynansas
1.1-2 Communication and Contacts
61
+
4
18
181
6
'�3
61
4
1.3 Progress Meetings
1.4 Site Visits
1.5 Schedule
1.6 Project Admistration
6�_'1_48
9
8
3
26
1.7 Submittals
31
91
9
301
1.8 Coordinate vAth Subconsultents
6
1�73
6
271
01
01
1 01
1 01
Task I Subtotals 8 39 54 12 33 0 146 $
Task I Budget Summary
Labor: $ 19,138
Expenses: $
TOTAL: $ 19,138
Page 2 of 4
HUGO REEO
AND ASSOCIATES, INC.
LOWHEAD C SUPPLY LINE DESIGN SURVEY
BASIC SERVICES
Task 8 Design & Right -of -Way Survey Fee Calculation
Task 8 Design and Right -of -Way Survey Budget
Nn- Sub -Task Dascdnfibn
Exhibit B-Task 8 Summary
Date: March 12,2018
ao ib\ CS
coo C; P
'A
EkDenses
—7.1 Establish Survey Control
-6
3E7j4
6
-- 121
1781
�1 52
� 3-08
761
—5631
t 1,440
7.2 Design Survey
7.3 Right -of -Way Survey
4
112
2221
881
56
4821
01
0
0
—0,
0
0
T88k 5 5=01talS U 73 792 47Z dU 476 7727 � 1,44U.UU
Task 8 Budget Summary
Labor: $ 149,042
Expenses: $ 1'"o
TOTAL: $ 150,482
Page 3 of 4
HUGO REEO
AND ASSOCIATES, INC.
LOWHEAD C SUPPLY LINE DESIGN SURVEY
BASIC SERVICES
Task 9 Land Acquisition Fee Calculation
Task 9 Land Acquisition Budget
K
No- Stjb-Ta-Qk nam-rinfinn A
Exhibit B-Task 9 Summary
Date: March 12.2018
8 Land Acquisition Services.
8.1 - Appraisals
38
12
6
38
1 121
261
34,200
$ 10,800
$ 9,600
8.2 Property Costs and Pricing
—8.3 Documents Preparation
13
1 8.4 Title Information
—8.5 Negotiation
8.6 Right -of -Way Management
—
61
65
15
7
7
7_$
65
38
15,100
$ 58,500
$ 30,100
—
10
0
--OT
$
—$- . -I
Task8Subtotals 17 13 56 80 20 0 186 $-158,300
Daily Rate Schedule:
Man Day Crew Day
Hugo Reed and Associates, Inc.(HRA)
$1,000 $1,200
Tommy Cantrell Appraisal (TC)
$900
Rusty Oak Land Services (ROLS)
$900
Craig, Terrill, Hale & Grantham (CTH&G)
$1,600
Task 9 Budget Summary
Labor: $ 32,600
Expenses: $ 158,300
TOTAL: $ 190,900
Page 4 of 4
Exhibit B-1
Klmley�-Horn and Associates, Inc.
Standard Rate Schedule
(Hourly Rate)
Senior Professional 1
$240-$255
Senior Professional 11
$170-$245
Professional
$155-$185
Senior Technical Support
$115-$185
Technical Support
$70-$100
Analyst
$100-$155
Support Staff
$75-$110
Effective July 2 017
Kimlep Horn
Project Fee Calculation
Client: Hugo Reed and Assoc es, Inc.
Project: Low Head C Routing Study
KHA No. TBD
PM: Aaron Rader
Exhibit B-1
Budget Summary
Date: Mar 7, M18
Task No. Budget
Task Name
Hours
Labor
I
xpenses
Office
Exp.
Subtotal
100
200
300
400
Project Management
Routing Study
Envir Constraint Analy.
Prelim Env. Eval
72
375
66
32
$
$
$
$
14,200
66,600
13,300
6.500
$
$
$
$
3,300
5,200
1,700
700
$ _
$
$
$
700
3,100
700
300
$
$
_$
$
18.200
74,900
15,700
7,500
TOTALS:
545
$
100,600
1 $
10,900 1
$
4,800
$
116,300
nsultant
Task•No.
Summary
Task Name
Cost
I Multiplier
I Subtotal
500
600
700
Geotechnical l nvestigalion-PaveTex
Cultural Resources Assessment -AR Consultants _
SUE -Rios Group
$ _ 29,968
$ 16,750
$ 797900
1.10
1.10
1.10
$ 33,000
$ 18,500
$ 87,900
TOTALS:J
$ 126,6181
1 $ 139,400
_ ..
Labor: $ 100,600
Expenses: $ 155,100
TOTAL: $ 255,700
Page 2 of 9
Release v2016Msrke 1 f
Release ,inpLLubbockt2018-Low Head C PlpelinerPPPlLowheatl C Kimley-Horn HourlyFee.xlsm Printed: 2018-0&07, 4:58 PM /
Kimley)»Horn
Task Fee Calculation
Exhibit B-1
Dale: March ], 2018
•
Client:
Hugo Reed and Associates, Inc.
Labor:
$
14,200
Number:100
Project:
Low Head C Routing Study
Expenses:
$
3,300
Name: Project Management
KHA No:
TBD
Allocation:
$
700
Task Mgr: Kenny Friar
PM:
Aaron Rader
TOTAL:
18,200
Task Descriptions: GLC:
P8
P8
P4
I B6
I
I
I
IHrsJ
Expenses ($)
Monthly Progress Meetings
Assume 6 meetings
Sub consultant Coordination
Project Production Plan _
Project Administration
_
_
18
2
4
18
6
4
8
12
36
6
6
24
s 3,000_
_
_
_
Subtolalic
241
361
121
1
172
$ 3.000
Release v2016,1 Page 3 of 9
K:10KC MarkeBngLLabback12018-Low Head C PipelincIPPPLLowheal C Kimley-Hom Hourly Fee.xlsm Printed: 2018-03-07,4:58 PM
Kimley*Horn
Task Fee Calculation
Exhibit B-1
Date: March 7.2018
Client: Hugo Reed and Associates, Inc. Labor: $ 86,600 Number:• 200
Project: Low Head C Routing Study Expenses: $ 5,200 Name: Routing Study
KHA No: TBD Allocation: $ 3,100 Task Mgr: Kenny Friar
PM: Aaron Rader TOTAL: 74,900
Task Descriptions: GLC:
P8
P6
P4
I P2
NB
I
IHnI
Expenses($)
Kick-off Meeting
Data Collection
Review collected data
Coordination with stalllutlllty companies _
Alignment Evaluation
Evaluation _
Coordination with stakeholders
Site vlsita(3)
Alignment Period
Report _
Exhibits _
OPCC _
QA/QC
Deliverables
Review Meetings (2)
Address CpmmentwFinalize Report
_
4
1
10
5
18
10
1
8
2
4
6
4_
30
t0
to
40
5
6
a
6
10
_6
_ 60
15
8
4
8
16
10
100
30
36
83
_ 25
19
8
_ 8
16
16
$ 1,000
_
S 2.000
---
S 200
S _ 1,500
_25
20
12
4
8
_
_
_
8
Subt.tels:1
59
1361
160
12
375
$ 4p00
Release v2016.1 Page 4 or 9
K.10KC Marketina`Lubbock12018-low Head C PlpeknelPPPLLowhead C Klmby-Hom Hourly Feealum Primed: 2018-03-07, 4:59 PM
KimleyoHorn
Task Fee Calculation
Exhibit B-1
Dale: March ]. 2018
Client: Hugo Reed and Associates, Inc. Labor: $ 13,300 Number:• 300
Project: Low Head C Routing Study Expenses: $ 1,700 Name: Envir Constraint Analy.
KHA No: TBD Allocation: $ 700 Task Mgr: Carland Holstead
PM: Aaron Rader TOT 10,700
Task Descriptions: GLC:
P6
P41
I
I
I
I
n1m)
Expenses(5)
Desktop Review
Site Rewnnalssance
6
20
10
30
16
50
6 1.500
Subtotals'
III
66
S 1.500
Rsloase v2016.1 Page 5 of 9
KWKC MarketinP4ubbuck12018-1-ow Head C PlPe11noTPP4owhead C Kimley-Horn Mainly Fee.alsm Printed: 2018-03-07,4:58 PM
KimleyoHorn
Task Fee Calculation
Exhibit B-1
Data March y, 2018
Client: .Hugo Reed and Associates, Inc. Labor: $ 6,500 Number: r 400
Project: Low Head C Routing Study Expenses: $ 700 Name: Prelim Env. Eva[
KHA No: TBD Allocation: $ 300 Task Mgr: Carland Holstead
PM: Aaron Rader TOTAL: 7,500
Task Descriptors: GI-C:
P6
P4
(Hn)
P-apenses (E)
R.c.M Search
Anal Pholographc and Tapp Map Review
Site Rewnnsssance
2
2
10
4
4
10
_
_ _
6
6
20
$ 600
Subtotals:
14
181
132
5 6011
Release v2016.1 Page 6 of 9
KdOKC Mafke0ngl .bboaTG18-Low Head C PipelineWPPLLOwhead C Kimley-Horn Hourly Fee.xlsm Printed: 2018-0307. 4:58 PM
Exhibit B-1
FEEPROPOSAL
FINICAL INVESTIGATION
PaveTex
12804 County Road 2600 PAVETEX C
Lubbock TX 79404
Office (806) 771-7283
Fax (806) 771-7062
Client: Kimley-Horn And Associates, Inc.
Project: Low Head C Supply Line
Location: Lubbock, Tx
Date: March 5, 2018
Geotechnical Investigation
Fee
My
Estimate
Geotech Borings Per Foot
$
14.00
320
$
4,480.00
Drill Rig Mobilization
$
1,000.00
1
$
1,000.00
Drill Crew Per Diem
$
240.00
2
$
480.00
Laboratory Tests
Solis
Atterberg Limits
$
70.00
48
$
3,360.00
Classification of soils Inc washedgrad)
$
75.00
48
$
3,600.00
Moisture content
$
10.00
48
$
480.00
H
$
140.00
16
$
2.240.00
Chloride Ion Concentration
$
35.00
16
$
560.00
Sulfide Ion Concentra8on
$
60.00
16
$
960.00
Conductivity
$
25.00
16
$
400.00
Water
Sulfate Ions in Water
$
35.00
16
$
560.00
Technician I Engineering
Field Technician Hourly$
59.00
32
$
1,888.00
Graduate Engineer Hourly
$
85.00
16
$
1,360.00
Senior Geotech Houd
$
175.00
4
$
700.00
Resistivity Testing and Analysis
$
7,900.00
1
$
7,900.00
Total
$
29,963.00
Exhibit B-1
Fee Proposal
Cultural Resources Assessment
AR Consultants, Inc.
805 Business Parkway
Richardson, Texas 75081
214-568-0478
Project: Low Head C Supply Line
Location: Lubbock, Texas
Date: March 7, 2018
AR c�on�(s:�la, low.1.7
Cultural Resources Assessment Tasks
Hours
Hourly Rate
Fee
Desktop Evaluation
PI Deliverable
1.5
$114
$171
AA Deliverable
8
$72
$576
ShapeOles
250
1
$250
Subtotal":
$1,000
Phase 1 Pedestrian Survey
PI Field
40.5
$114
$4,617
AA Field
42.75
$72
$3,078
PI Deliverable
27
$114
$3,078
AA Deliverable
18
$72
$1,296
PI Curation
4.5
$114
$513
AA Curation
13.5
$72
$972
Direct Expenses
2,196
1
$2,196
Subtotal:
$15,750
Total: $16,750
Q
TI-IL RRISGRO(w
Exhibit B-1
Estimate for Subsurface Utility Engineering
Lubbock Lowhead C
Table 1
Direct Expenses
I Units
UnRDesat on, I
Notes
Admin./Permit
_Rate _.1_.______Ptl__.
0_L5____
-SubTotal
?....._........___
Traffic Canlml
$1.200.00 2
1 Daily i I $ 00
Survey
_
$1,850.00 0 ____}______Dail
.._1__.___.___._�.$.................
------
Sub -Total
0 FOO
0L'B"; Cd D'
Rate Units Unit DescdR6dm Subtotal
i...._._._0 �___..___ ____.___F__......
OL'B' by LF
$ ', 3-----
LF $ 45,000..
45,0 0.00
OL'B"Daily
________________________________
66.
$2,500.00____9__-_;______Deny____.
;____.__.f._
I $.-----._..____._
QL `C8D"
_
$0.45 I 8,000
t_.____________ ___________________
LF $ 3,800.00
Sub -Total
is 48.600.00
SUEOL'A"(Test Hates)
_______________ _______r_
Depth
__.._____________._______.__._
In Pavement Using Assumed
.
-,-_-_____-_ _^._._---__
Outside Assumed
Coring Machine Quenthy
Pavement I Quantlt
1,150.00, 0 $ 950.001 4 1$ 3600.00
4-8 ft.
____________t...____________I________________F___________,____.__
$ 1.450.00 ; 4
_
I is ty250_00 1 4 ; $ 10.800.00
&12 R.
1,750.00I 2
1 $__-_1�550.0Y 4 $ 9.700.00
12-18 ft.
_$_______ . ..............
$ 2,500.001 0
-------------------__....._..__ __________
$ 2,300.00: 2 $ 4,fi00.00
QL "A' Daily
...............................
. $_......- 3.300.00 I- 0
Dail ______
0L'A'Sub-Total
6
14
$ 28900.00
Total Estimated Cost
$ 79,900.00
Notes:
'SURFACE UTILITY ENGINEERING I UTILITY COORDINATION
7400 Sand St. Fort Worth, TX 76=8 1 817346-7500
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