R2023-161 2023-07-10DocuSign Envelope ID: 9B5F4B06-9C2E-436D-BE54-AAB93054328C
RESOLUTION NO. R2023-161
A Resolution of the City Council of the City of Pearland, Texas, authorizing
Pearland Economic Development Corporation (PEDC) expenditures to enter
into a design services contract with Cobb Fendley & Associates (Industrial
Drive West Improvements Project), in the estimated amount of $541,839.00.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain PEDC expenditures for design services associated with the
Industrial Drive West Improvements Project, are hereby authorized and approved.
PASSED, APPROVED and ADOPTED this the 10th day of July, A.D., 2023.
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J. KEVIN COLE
MAYOR
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FRANCES AGUILAR, TRMC, MMC
CITY SECRETARY
APPROVED AS TO FORM:
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CITY ATTORNEY
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT is entered into upon final execution by and between the Pearland Economic
Development Corporation ("PEDC") and Cobb, Fendley & Associates, Inc. ("CONSULTANT").
The PEDC engages the CONSULTANT to perform professional services for a project known and
described as Industrial Drive Reconstruction Engineering and Design ("PROJECT").
SECTION I - SERVICES OF THE CONSULTANT
The CONSULTANT shall perform the following professional services to PEDC standards and in
accordance with the degree of care and skill that a professional in Texas would exercise under the
same or similar circumstances:
A. The CONSULTANT shall provide engineering and design services, additional
services, and construction phase services for the Industrial Drive Reconstruction
project west of SH 35. See Exhibit A, attached, for a detailed SCOPE OF WORK
and PROJECT schedule. The PROJECT schedule shall be submitted in digital and
hard copy form in the Microsoft Project for Windows format.
B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.
C. The CONSULTANT acknowledges that the PEDC (through its City of Pearland
employee handbook) considers the following to be misconduct that is grounds for
termination of a PEDC or City employee: Any fraud, forgery, misappropriation of
funds, receiving payment for services not performed or for hours not worked,
mishandling or untruthful reporting of money transactions, destruction of assets,
embezzlement, accepting materials of value from vendors, or consultants, and/or
collecting reimbursement of expenses made for the benefit of the PEDC. The
CONSULTANT agrees that it will not, directly or indirectly; encourage a PEDC
employee to engage in such misconduct.
D. The CONSULTANT shall submit all final construction documents in both hard
copy and electronic format. Plans shall be AutoCAD compatible and all other
documents shall be Microsoft Office compatible. The software version used shall
be compatible to current PEDC standards. Other support documents, for example,
structural calculations, drainage reports and geotechnical reports, shall be
submitted in hard copy only. All Record Drawings electronic files shall be
submitted to the PEDC in TIF format.
E. The CONSULTANT recognizes that all drawings, special provisions, field survey
notes, reports, estimates and any and all other documents or work product generated
by the CONSULTANT under the CONTRACT shall be delivered to the PEDC
upon request, shall become subject to the Open Records Laws of this State.
Design 1 of 6 D1. Revised 2018
F. The CONSULTANT shall procure and maintain for the duration of this Agreement,
insurance against claims for injuries to persons, damages to property, or any errors
and omissions relating to the performance of any work by the CONSULTANT, its
agents, employees or subcontractors under this Agreement, as follows:
(1)
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3)
Workers' Compensation as required by law.
Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4) Comprehensive Automobile and Truck Liability Insurance covering owned,
hired, and non -owned vehicles, with minimum limits of $1,000,000 for
injury or death of any one person, $1,000,000 for each occurrence, and
$1,000,000 for property damage.
The CONSULTANT shall include the PEDC as an additional insured under the
policies, with the exception of the Professional Liability Insurance and Workers'
Compensation. Certificates of Insurance and endorsements shall be furnished to
the PEDC before work commences. Each insurance policy shall be endorsed to
state that coverage shall not be suspended, voided, canceled, and/or reduced in
coverage or in limits ("Change in Coverage") except with prior written consent of
the PEDC and only after the PEDC has been provided with written notice of such
Change in Coverage, such notice to be sent to the PEDC either by hand delivery to
the PEDC President or by certified mail, return receipt requested, and received by
the PEDC no fewer than thirty (30) days prior to the effective date of such Change
in Coverage. Prior to commencing services under this CONTRACT,
CONSULTANT shall furnish PEDC with Certificates of Insurance, or formal
endorsements as required by this CONTRACT, issued by CONSULTANT'S
insurer(s), as evidence that policies providing the required coverage, conditions,
and limits required by this CONTRACT are in full force and effect.
G. The CONSULTANT shall indemnify and hold the PEDC, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every kind
for which CONSULTANT is legally liable, including all expenses of litigation,
court costs, and attorney's fees, for injury to or death of any person, for damage to
any property, or errors in design, any of which are caused by the negligent act or
omission of the CONSULTANT, his officers, employees, agents, or subcontractors
under this CONTRACT.
H. All parties intend that the CONSULTANT, in performing services pursuant to this
CONTRACT, shall act as an independent contractor and shall have control of its
Design 2 of 6 D1. Revised 2018
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the PEDC.
SECTION II - PERIOD OF SERVICE
This CONTRACT will be binding upon execution and end upon successful completion of
approved deliverables as outlined on the attached SCOPE OF WORK and PROJECT schedule.
SECTION III - CONSULTANT'S COMPENSATION
A. The total compensation for the services performed shall not exceed the total noted
in Section B.
B. The PEDC shall pay the CONSULTANT in installments based upon monthly
progress reports and detailed invoices submitted by the CONSULTANT based
upon the following:
1. Basic Services (Lump Sum) $360,717
2. Additional Services: Survey, ROW Mapping, Geotechnical Services,
Environmental Services, (Lump Sum): $104,607
3. Bid Phase Services (Hourly Not to Exceed) $8,508
4. Construction Phase Services (Hourly Not to Exceed) $65,007
5. Reimbursable Expenses (Not to Exceed) $3,000
6. Total: $541,839.00
C. The PEDC shall make payments to the CONSULTANT within thirty (30) days after
receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly
basis.
SECTION IV - THE PEDC'S RESPONSIBILITIES
A. The PEDC shall designate a project manager during the term of this CONTRACT
who may be a staff member of the City of Pearland. The project manager has the
authority to administer this CONTRACT and shall monitor compliance with all
terms and conditions stated herein. All requests for information from or a decision
by the PEDC on any aspect of the work shall be directed to the project manager.
B. The PEDC shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
Design 3 of 6 D1. Revised 2018
delay in the progress of the CONSULTANT'S work. The PEDC will keep the
CONSULTANT advised concerning the progress of the PEDC'S review of the
work. The CONSULTANT agrees that the PEDC'S inspection, review, acceptance
or approval of CONSULTANT'S work shall not relieve CONSULTANT'S
responsibility for errors or omissions of the CONSULTANT or its sub-
consultant(s) or in any way affect the CONSULTANT'S status as an independent
contractor of the PEDC.
SECTION V - TERMINATION
A. The PEDC, at its sole discretion, may terminate this CONTRACT for any reason -
- with or without cause -- by delivering written notice to CONSULTANT
personally or by certified mail at 1920 Country Place Parkway, Suite 400, Pearland,
TX 77584. Immediately after receiving such written notice, the CONSULTANT
shall discontinue providing the services under this CONTRACT.
B. If this CONTRACT is terminated, CONSULTANT shall deliver to the PEDC all
drawings, special provisions, field survey notes, reports, estimates and any and all
other documents or work product generated by the CONSULTANT under the
CONTRACT, entirely or partially completed, together with all unused materials
supplied by the PEDC on or before the 15th day following termination of the
CONTRACT.
C. In the event of such termination, the CONSULTANT shall be paid for services
performed prior to receipt of the written notice of termination. The PEDC shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the PEDC a detailed invoice for services rendered and the documents or work
product generated by the CONSULTANT under the CONTRACT.
D. If the remuneration scheduled under this contract is based upon a fixed fee or
definitely ascertainable sum, the portion of such sum payable shall be proportionate
to the percentage of services completed by the CONSULTANT based upon the
scope of work.
E. In the event this CONTRACT is terminated, the PEDC shall have the option of
completing the work, or entering into a CONTRACT with another party for the
completion of the work.
Design 4 of 6 D1. Revised 2018
F. If the PEDC terminates this CONTRACT for cause and/or if the CONSULTANT
breaches any provision of this CONTRACT, then the PEDC shall have all rights
and remedies in law and/or equity against CONSULTANT. Venue for any action
or dispute arising out of or relating to this CONTRACT shall be in Brazoria County,
Texas. The laws of the State of Texas shall govern the terms of this CONTRACT.
The prevailing party in the action shall be entitled to recover its actual damages
with interest, attorney's fees, costs and expenses incurred in connection with the
dispute and/or action. CONSULTANT and PEDC desire an expeditious means to
resolve any disputes that may arise between under this CONTRACT. To
accomplish this, the parties agree to mediation as follows: If a dispute arises out of
or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be
settled through negotiation, then the parties agree first to try in good faith, and
before pursuing any legal remedies, to settle the dispute by mediation of a third
party who will be selected by agreement of the parties.
SECTION VI — ENTIRE AGREEMENT
This CONTRACT represents the entire agreement between the PEDC and the CONSULTANT
and supersedes all prior negotiations, representations, or contracts, either written or oral. This
CONTRACT may be amended only by written instrument signed by both parties.
SECTION VII — COVENANT AGAINST CONTINGENT FEES
The CONSULTANT affirms that he has not employed or retained any company or person, other
than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT,
and that he has not paid or agreed to pay any company or person, other than a bona fide employee,
any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon
or resulting from the award or making of the CONTRACT. For breach or violation of this clause,
the PEDC may terminate this CONTRACT without liability, and in its discretion, may deduct from
the CONTRACT price or consideration, or otherwise recover, the full amount of such fee,
commission, percentage brokerage fee, gift, or contingent fee that has been paid.
Design 5 of 6 D1. Revised 2018
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
The parties have executed this CONTRACT this 12 day of July , 2023.
Matthew Buchanan (Jul 12, 2023 10:29 CDT)
PEARLAND ECONOMIC
DEVELOPMENT CORPORATION
CONSULTANT
CobbFendley
Design 6 of 6 Dl . Revised 2018
CobbFendley
June 7, 2023
Ms. Valerie Marvin
Pearland Economic Development Corporation
3519 Liberty Drive, Suite 350
Pearland, Texas 77581
Re: Proposal for Engineering Services
Industrial Drive Improvements
CobbFendley Project No.
Dear Ms. Marvin:
Cobb, Fendley & Associates, Inc. (CobbFendley) is pleased to submit this proposal to provide
Professional Engineering Services for the Industrial Drive Improvements Project in Pearland,
Texas to the Pearland Economic Development Corporation (Client). CobbFendley proposes to
provide the Scope of Services for the Compensation as outlined in Attachments A and B,
respectively.
Thank you for the opportunity to submit this proposal. Please advise if you have any questions
or require additional information.
Sincerely,
COBB, FENDLEY & ASSOCIATES, INC.
Brad Matlock, P.E.
Vice President
1920 Country Place Parkway, Suite 400 I Pearland, Texas 77584 1281.993.4952 I fax 281.993.8086 I www.cobbfendley.com
Ms. Valerie Marvin
June 7, 2023
Page 2 of 17
ATTACHMENT A
SCOPE OF SERVICES
Cobb, Fendley & Associates, Inc.
Proposal for Professional Engineering Services
Industrial Drive Improvements
PROJECT DESCRIPTION AND LIMITS
Roadway: Industrial Drive
Limits: From State Highway 35 west to N/S Drainage Channel
In December 2021, CobbFendley began work on a conceptual layout of Industrial Drive. As
shown in Exhibit A — Industrial Drive Improvements, the improvements will replace 2,900 feet of
an existing 2-lane open ditch asphalt roadway with a 2-lane undivided concrete curb and gutter
roadway. Industrial Drive improvements will also include approximately 2,300 LF of 12" water
line, storm sewer, and detention mitigation. Street lighting as well as approximately 1,500 feet of
6' sidewalk along the south side of Industrial Drive from the existing sidewalk at 8720 Industrial
Drive to the end of the cul-de-sac will be included with this scope of services.
CobbFendley, as part of this proposal, will prepare final engineering construction documents, to
be used in bidding the project for construction. Additional right-of-way (ROW) will be necessary
to accommodate the detention mitigation required for the increased runoff. The client will be
responsible for the acquisition of land parcels needed as part of this project.
CobbFendley will prepare the ROW metes and bounds and exhibits.
Engineering services include, surveying, right-of-way mapping, roadway design, hydrologic and
hydraulic analysis, traffic control plans, storm water pollution prevention plans, geotechnical
investigation, environmental investigation, and utility coordination.
Exhibit A — Industrial Drive Improvements
Exhibit B — Opinion of Probable Construction Cost
SUBCONSULTANTS
CobbFendley shall subcontract the environmental and geotechnical services. Below is a list of
the consultants that we anticipate on using for this project:
- Geotechnical Services — Geotest Engineering, Inc.
- Environmental Services — Compass Environmental Solutions, LLC
Proposals for each service are attached to this document.
Ms. Valerie Marvin
June 7, 2023
Page 3 of 17
GENERAL REQUIREMENTS
CobbFendley shall prepare all work in accordance with the latest version of applicable City of
Pearland's (City) procedures, specifications, manuals, guidelines, standard drawings, and
standard specifications or previously approved special provisions and special specifications.
When design criteria are not identified in City manuals, CobbFendley shall notify the City and
refer to State approved manuals, which include: Roadway Design Manual, Hydraulic Design
Manual, the Texas Manual on Uniform Traffic Control Devices (TMUTCD), Standard
Specifications for Construction and Maintenance of Highways, Streets and Bridges (latest
Edition), and other State approved manuals.
CobbFendley shall notify the client and secure permission to enter private property to perform
any surveying, environmental, engineering or geotechnical activities needed outside of current
right-of-way. CobbFendley shall contact each property owner prior to any entry onto the
owner's property and shall request concurrence from the client prior to each entry.
The Engineer shall coordinate with Pearland EDC throughout the PS&E development and with
any local entity having jurisdiction or interest in the project (e.g. City, County, TxDOT, Brazoria
Drainage District No. 4, etc.).
The Engineer shall invoice according to Descriptions shown in Attachment A. The Engineer
shall submit each invoice in a format acceptable to Pearland EDC.
Ms. Valerie Marvin
June 7, 2023
Page 4 of 17
A. BASIC SERVICES
DESIGN
I. ROADWAY DESIGN
CobbFendley will prepare the final roadway design based on the conceptual layout,
previously approved by the Client.
a. Typical Sections - CobbFendley will provide typical sections sheets for the
existing and proposed roadway. Typical section information will include:
1. Station Limits
2. Profile Grade Line Location
3. Centerline and Baseline Locations
4. Widths of travel lanes and shoulders
5. Pavement Section
6. Pavement Cross Slopes
7. Curbs
8. Sidewalks
9. Green Space (Mow Strips)
10. Typical Ditch Side Slopes
11. Street Lights
b. Roadway Plan and Profiles - CobbFendley will provide roadway plan and
profile drawings using CADD standards as required by the City of Pearland.
The drawings will consist of a plan and profile view of existing features and
proposed improvements. The roadway base map will contain line work that
depicts existing surface features and surface utilities obtained from survey,
existing visible subsurface utilities, and existing and proposed right-of-way
lines. Plan and Profile sheets will be prepared on 22"x34" format sheets.
Plan view will include:
1. Roadway centerlines and baselines
2. Pavement curb edges for all improvements
3. Lane and pavement width dimensions
4. Right-of-way dimensions
Ms. Valerie Marvin
June 7, 2023
Page 5 of 17
5. Proposed sidewalk locations
6. Existing and proposed utilities and structures
7. Benchmark information
8. Radius callouts
Profile view will include:
1. Existing and proposed grade lines for pavement and natural ground
along the project centerline and edge of apparent right-of-ways.
2. Visible existing utilities and proposed utilities and structures
Note: Storm Sewer Plan and Profiles and Roadway Plan and Profiles will be
included on the same Sheet.
c. Cut and Fill Quantities - The Engineer shall develop an earthwork analysis
to determine cut and fill quantities and provide design cross sections at 100
feet intervals.
d. Pavement Design - CobbFendley shall incorporate the pavement design as
recommended by Geotechnical Study and per minimum City standard details.
e. Intersection - CobbFendley will coordinate with TxDOT regarding
improvements at the intersection of SH 35 and Industrial Drive.
II. DRAINAGE
1. Data collection, including "as -built plans", existing schematics, right-
of-way maps, flood plain information, existing channel and drainage
easement data, special specifications, and standard drawings.
2. Design criteria applicable for all design and analysis shall be in
accordance with the most current stormwater design criteria (Atlas 14)
of the City of Pearland Engineering Design Criteria Manual and
Brazoria Drainage District No. 4. Variances to BDD4 Criteria and
Standards are not included in this proposal. Should a variance(s) be
necessary to complete the design, additional services will be required.
3. Sheet flow patterns and quantified runoff flow rates for existing and
proposed (pre and post project) conditions.
4. Drainage area map delineation for contributing runoff to the existing
outfalls and determine hydrologic parameters for existing and
proposed conditions.
5. Compute existing and proposed condition hydrographs and determine
the required storage volume to mitigate the increase in runoff volume.
6. Determine outfall channel routes/detention size and evaluate potential
mitigation sites. Mitigation measures shall be recommended within the
Ms. Valerie Marvin
June 7, 2023
Page 6 of 17
proposed right-of-way wherever possible or as an adjacent parcel
basin or channel.
7. Prepare a report summarizing findings and recommendations
8. Storm sewer plan and profile sheets showing inlets, laterals, trunk
line(s), outfall(s) and hydraulic grade lines. Note: (Storm Sewer Plan
and Profiles and Roadway Plan and Profiles will be included on the
same sheet.)
9. Hydraulic computations for the 5 year and 100 year storm events
including proposed water surface elevations
10. Drainage detail sheet(s)
III. TRAFFIC CONTROL PLAN
CobbFendley will prepare Traffic Control Plan (TCP) sheets in accordance with the
Texas Manual on Uniform Traffic Control Devices (TMUTCD) for Streets and
Highways (latest edition). Plans sheets will include the following:
1. Written narrative of the construction sequencing and work activities
per phase
2. Existing and proposed traffic control devices (regulatory signs,
warning signs, guide signs, route markers, construction pavement
markings, barricades, flag personnel, temporary traffic signals, etc.) to
be used to handle traffic during each construction sequence
3. Typical sections for each phase
4. Proposed traffic control devices at grade intersections during each
construction phase (stop signs, flag person, signals, etc.)
5. Temporary roadways, structures and detours required to maintain
lane continuity throughout the construction phasing
6. Continuous, safe access to each adjacent property during all phases
of construction and to preserve existing access
7. Temporary drainage to replace existing drainage disturbed by
construction activities or to drain detour pavement
8. Interim signing for every phase of construction. Interim signing must
include regulatory, warning, construction, route, and guide signs
9. Maintain continuous access to abutting properties during all phases of
the TCP
Ms. Valerie Marvin
June 7, 2023
Page 7 of 17
IV. PERMANENT SIGNING AND PAVEMENT MARKING PLAN
a. Signing - CobbFendley will prepare drawings identifying and locating the
signs within the project limits. Proposed signs will be illustrated and
numbered on plan sheets.
b. Pavement Markings - CobbFendley will prepare plan sheets showing
pavement markings and channelization devices. CobbFendley will select
pavement markings from the latest City of Pearland standards.
The following information will be provided on the sign and pavement
marking layouts:
1. Roadway layout
2. Center line with station numbering
3. Culverts and other structures that present a hazard to traffic
4. Location of utilities
5. Existing signs to remain or to be relocated
6. Proposed signs (illustrated, numbered and size)
7. Proposed markings (illustrated and quantified) which include
pavement markings, object markings and delineation
8. Proposed delineators, object markers, and mailboxes
9. The location of roadways, intersections, and pedestrian crossings
10. The number of lanes in each section of proposed roadway
11. Right-of-way limits
12. Direction of traffic flow on all roadways
V. STORMWATER POLLUTION PREVENTION PLAN (SW3P)
CobbFendley will prepare SW3P sheets and details based on the latest NPDES, and
City of Pearland Stormwater Quality Standards to minimize the potential impact to
receiving waterways. The SW3P sheets will include:
1. Erosion control measures to be used
2. Locations of erosion control devices
3. Phasing of erosion control measures
4. Permanent erosion control measures
Ms. Valerie Marvin
June 7, 2023
Page 8 of 17
5. Erosion control measure detail sheet(s)
VI. UTILITY COORDINATION
CobbFendley will perform the utility and investigation work involving the research
and identification of private and public utilities within the project limits. This will
include:
1. Researching the existence of public utilities such as sanitary, storm
sewer, and waterlines within the project limits
2. Request any additional information from private (CenterPoint Energy,
AT&T and Others within the project corridor) and pipeline utilities,
regarding locations of facilities within the proposed project limits
3. Update conflict list to identify potential conflicts between the existing
utilities and the proposed project improvements
4. Communicate with utility companies on plans for relocations and
provide updated project design information
VII. UTILITY LAYOUT
CobbFendley will incorporate plan and profiles showing the proposed water line
along the project limits on the roadway plan and profile sheets. Sanitary sewer main
improvements are not included.
Drawings will include the following:
1. Proposed water line alignments as they relate to the project centerline,
approx. 2,300 ft of relocated water line
2. Starting and ending locations as well as the connection to the existing
water main
3. Proposed water valve, services lines and fire hydrant locations
VIII. STREET LIGHTING
1. Prepare a street lighting plan to provide lighting along the proposed
roadway alignment based on current lighting standards and
requirements
2. Street light poles will be provided by the Client, however electrical
conduit and lighting foundation locations will be shown on the plans.
3. The Client will coordinate with CenterPoint for approval of the
placement of lighting foundations and conduit. CenterPoint will install
the foundations, ground boxes, poles, and light fixtures.
Ms. Valerie Marvin
June 7, 2023
Page 9 of 17
IX. SUMMARY
The full plan set will include but is not limited to:
1. Cover Sheet
2. General Construction Notes
3. Legends and Abbreviations Sheet
4. Overall Project Layout
5. Survey Control
6. Drainage Calculations
7. Drainage Mitigation Layout
8. Typical Sections
9. Demolition Plan
10. Plan and Profiles
11. Cross Sections
12. Traffic Control Plan
13. Pavement Markings
14. Storm Water Pollution Prevention Plan
15. Detail Sheets
X. MILESTONE SUBMITTALS
CobbFendley shall prepare plans and submit for approval from COP, PEDC, and
BDD4. Maintenance agreements with BDD4 will be handled by PEDC and are not
included in this scope of work. CobbFendley shall provide the following information at
each submittal:
a. 30% Milestone Submittal:
Digital Copy of the following items in .pdf format:
- Set of 22"x34" Plans for COP, PEDC, and BDD4 review
- Contract Front End Documents and Technical Specifications
- Opinion of Probable Construction Cost
b. 60% Milestone Submittal:
Digital Copy of the following items in .pdf format:
- Set of 22"x34" Plans for COP, PEDC, and BDD4 review
- Contract Front End Documents and Technical Specifications
Ms. Valerie Marvin
June 7, 2023
Page 10 of 17
- Revised supporting documents from 30% review comments
- Opinion of Probable Construction Cost
c. 90% Milestone Submittal:
Digital Copy of the following items in .pdf format:
- Set of 22"x34" Plans for COP, PEDC, and BDD4 review
- Contract Front End Documents and Technical Specifications
- Revised supporting documents from 60% review comments
- Opinion of Probable Construction Cost
d. Final Submittal:
Digital Copy of the following items in .pdf format:
- Set of 22"x34" Plans for COP, PEDC, and BDD4 review
- Contract Front End Documents and Technical Specifications — Bid
Ready
- Revised supporting documents from 90% review comments
- Opinion of Probable Construction Cost
- Construction Schedule
Printed Hard Copies of the following items:
- 3 — Sets of 22"x34" Final Plans
- 10 — Sets of 11"x17" Final Plans
- 3 — Final Project Manuals with Specifications
XI. PROJECT MANUAL, SPECIFICATIONS AND GENERAL NOTES
CobbFendley will prepare a Project Manual including the City of Pearland's standard
front-end documents, standard specifications, special specifications, special
provisions and the general note items for inclusion in the plans and bidding
documents.
XII. PROJECT MANAGEMENT
This task is to provide the overall management of the contract which includes:
1. Project scheduling
2. Project invoicing
3. Monthly progress reports
4. Progress review meetings (limited to once a month)
5. Coordination with sub -consultants
Ms. Valerie Marvin
June 7, 2023
Page 11 of 17
B. ADDITIONAL SERVICES
I. SURVEY
CobbFendley surveyor will provide surveying services necessary to produce
topographical maps, locate and tie existing utilities to the project baseline, locate
existing right-of-way, and tie to the soil boring locations. Coordinate geometry will be
tied to State Plane surface coordinate system.
CobbFendley shall assist the Client in obtaining rights of entry (ROE) authorizations
for properties where access is required for necessary data collection, in which
properties are privately owned.
a. Establish Project Control — CobbFendley surveyor will verify benchmark
coordinates and establish additional horizontal and vertical control necessary
for the project.
1. Establish horizontal and vertical control points within the project limits
2. Surveyor shall use the City of Pearland survey monuments for survey
datum
3. Re-establish project control prior to Construction
b. Topographic Survey
1. Obtain or collect data to create cross -sections and digital terrain
models for the limits provided below:
A. Industrial Drive ROW — Industrial Drive from the cul-de-sac on
the west end to the intersection of State Highway 35. Cross
sections will be provided at 50-ft intervals plus 20' outside of
the ROW.
B. Intersection of Industrial Drive at State Highway 35 — The
entire intersection of Industrial Drive and State Highway 35,
including 50-ft from the North and South PC's. Cross sections
will be provided at 50-ft intervals plus 20-ft outside of the
ROW.
C. Proposed Detention Pond — From the drainage channel to
Cowart's Creek to the cul-de-sac at Industrial Drive as shown
on Exhibit A — Industrial Drive Improvements (Approx. 600 LF).
Cross sections will be provided at 50-ft intervals, 102-ft wide,
plus 10-ft outside of the boundary for the undeveloped area
upon right of entry.
2. Upon obtaining right of entry, provide additional topographic survey of
features within the proposed right-of-way.
3. Provide engineer with AutoCAD file with all survey and point file data.
Ms. Valerie Marvin
June 7, 2023
Page 12 of 17
c. Survey Control Sheet — CobbFendley surveyor shall also prepare a Survey
Control Sheet(s), signed, sealed and dated by the professional engineer in
direct responsible charge of the surveying and the responsible RPLS for
insertion into the plan set. The Survey Control Index Sheet shows an overall
view of the project control and the relationship or primary monumentation and
control used in the preparation of the project.
The following information shall be shown on the Survey Control Sheet:
1. Overall view of the project and primary control monuments set for
control of the project.
2. Identification of the control points
3. Baseline and/or centerline
4. Graphic (Bar) Scale
5. North Arrow
6. Three point recovery sketches for each Primary Control Point.
7. Station and Offset from baseline or centerline.
8. Provide 11x17 sheet(s) of Survey Control Data, signed, sealed and
dated by the professional surveyor.
II. RIGHT-OF-WAY MAPPING
All survey work will be in accordance with Board Rule 663.15, as promulgated by the
Texas Board of Professional Land Surveyors. CobbFendley will locate the existing
boundary within the project limits and prepare a layout map for the project. ROW
Mapping includes the performance of on the ground surveys and preparation of
parcel maps and legal descriptions (metes and bounds descriptions). The purpose of
right-of-way mapping is to prepare documents suitable for the acquisition of real
property interests and the probable issuance of a title policy. NOTE: CLIENT WILL
CONDUCT LAND ACQUISTION OF PARCELS.
a. Right -of -Way Map
The Engineer's Surveyor shall field locate items such as: property
corners, existing right-of-way markers, improvements, and visible utilities.
The Engineer's Surveyor shall prepare a right-of-way map for the
proposed right-of-way project.
Plan sheets must include the following items of information:
1. Proposed right-of-way lines delineated with appropriate bearings,
distances, and curve data
Ms. Valerie Marvin
June 7, 2023
Page 13 of 17
2. Existing right-of-way lines delineated with appropriate bearings,
distances, and curve data to the extent necessary to describe the
individual parcels of land to be acquired
3. The proposed project baseline alignment delineated with appropriate
bearings, distances, and curve data
4. Proposed paving lines combined with relevant existing paving lines
must be shown to the extent necessary to compile a complete picture
of proposed traffic movements
5. Property lines must be delineated with appropriate bearings,
distances, and curve data as needed
6. A north arrow must be shown on each sheet, and, if possible, located
in the upper right corner of the sheet
7. Intersecting and adjoining public right-of-ways must be shown and
identified by name, right-of-way width, and recording data
8. Easements and fee strips must be shown and identified by width,
owner, and recording data
9. Building lines or set -back lines must be shown and identified
10. Visible improvements located within the proposed right-of-way
corridor or within 20 feet of a proposed right-of-way line
11. Visible utilities located within the proposed right-of-way corridor or
within 20 feet of a proposed right-of-way line
The following deliverables will be provided as part of this task:
- Final Right -of -Way Map
b. Parcel Descriptions
CobbFendley will prepare a Parcel Description for each parcel or tract
consisting of two parts: (1) a metes and bounds description of the
property and (2) a parcel plat. Each part of a Parcel Description must be
signed and sealed by a RPLS. Following will be provided to the Client for
land acquisition services:
1. Metes and bounds description will be prepared for each parcel of land
to be acquired. Proposal is based on the need for 1 Parcel
Description)
2. A parcel plat will be prepared for each parcel of land to be acquired.
Parcel plats will include each and every item of information shown on
the right-of-way map which concerns the individual parcel.
Note: Each addition parcel description beyond the proposed parcel,
will be at a cost of $4,900 per additional parcel description.
Ms. Valerie Marvin
June 7, 2023
Page 14 of 17
III. GEOTECHNICAL SERVICES
The geotechnical investigation will be performed by Geotest Engineering, Inc. in
accordance with the attached proposal.
IV. ENVIRONMENTAL SERVICES
The environmental investigation will be performed by Compass Environmental
Solutions, LLC in accordance with the attached proposal.
Ms. Valerie Marvin
June 7, 2023
Page 15 of 17
BID PHASE
CobbFendley shall provide Bid Phase services. These services shall include:
1. Provide the Client with signed and sealed construction plans and specifications
bid documents.
2. Attend Pre -Bid meeting and attend the Bid Opening.
3. Respond in writing to questions from Bidders and prepare Addenda as
necessary.
4. Prepare Engineer's Recommendation of Award Letter that includes the following
required content:
a. Check for math errors and reconcile any mathematical discrepancies
b. Review for unbalanced bid items and determine responsiveness and
responsibility of low bidders.
c. Certify Bid Tabulation including Engineer's estimate
d. Review of Bidder's financial standing and references provided
e. Explanation of discrepancies between the Engineer's estimate and bids
f. Recommendation to award
5. Produce and transmit for execution with the Notice of Intent to Award (NOI).
Note: The Client will advertise the bid, disseminate bid sets, prepare the contract for
award, route for signature and will issue the representative notices.
CONSTRUCTION ADMINSTRATION
CobbFendley shall provide Construction Administration services. These services shall
include:
1. Attend pre -construction meeting
2. Prepare and submit monthly progress reports for monthly meetings, as required
3. Attend field meetings and make visits to site
a. Construction — 12 months
b. Senior PM - 2 Visits per month, with one of those being the Progress Meeting
c. Project Engineer - 2 Visits per month, with one of those being the Progress
Meeting
d. Estimated 4 hours per visit
4. Review Contractors Pay Applications and submit to the Client for approval
Ms. Valerie Marvin
June 7, 2023
Page 16 of 17
5. Calculate quantities and assist in preparing change orders
6. Review and approval of submittals and shop drawings
7. Responding to requests for information (RFIs)
8. Attend Substantial Completion Inspection and Prepare Punchlist
9. Attend Final Completion Inspection
10. Prepare Record Drawings (Based on Contractors Mark-ups) and submit to the
Client
11. Submit digital GIS shape files of proposed utilities (storm sewer and water line)
Ms. Valerie Marvin
June 7, 2023
Page 17 of 17
EXCLUSIONS FROM THE SCOPE OF SERVICES:
The services described above are the identified Basic and Additional Services for this
assignment. Other items that may arise during the course of the project that the Client may wish
to add to the scope of services shall be deemed as SUPPLEMENTAL SERVICES.
CobbFendley shall undertake such additional services as assigned by the Client upon written
direction from the Client. Examples of such items are as follows:
1. Sanitary Sewer Design
2. Infrastructure design for adjacent properties
3. Acquisition Services
4. Agency, application, or approval fees
5. Variance Request to BDD4
6. Maintenance Agreements
7. Splitting Project into multiple bid packages
8. Bidding Project more than once
9. Public Meetings
10. Urban Forestry Services — Tree Preservation Plan
11. Obtaining Construction Permits
12. Construction Management or Inspection during the construction phase of the project
13. Any other services not specifically included within the description of the Basic or
Additional Services described above.
CobbFendley
ATTACHMENT B
BASIS OF COMPENSATION
Cobb, Fendley & Associates, Inc.
Proposal for Professional Engineering Services
Industrial Drive Improvements
A. BASIC SERVICES
The Compensation to be paid to CobbFendley for providing the BASIC SERVICES rendered
under this agreement shall be based on Lump sum fees for overall phases of the work as shown
below. Reimbursable items and subconsultants will be subject to a 10% administration charge.
1. DESIGN (Lump Sum) $360,717
2. BID PHASE SERVICES - Hourly (Not to Exceed) $8,508
3. CONSTRUCTION ADMIN. SERVICES - Hourly (Not to Exceed) $65,007
Subtotal (Lump Sum) $434,232
Reimbursable Expenses
1. Reproduction, mileage, delivery charges, etc. (Not to Exceed) $3,000
B. ADDITIONAL SERVICES
1. Survey by CobbFendley (Lump Sum) $56,092
2. Right -of -Way Mapping by CobbFendley (Lump Sum) $13,796
3. Geotechnical Services by Geotest - (inci 10% markup) $21,794
4. Environmental Services by Compass Environmental Solutions - (inci 10% markup) $12,925
Subtotal, Additional Services $104,607
TOTAL, Basic & Additional Services Including Reimbursables $541,839
The Compensation for any other Supplemental Services which the City desires to be added to
the work scope of the project shall be negotiated. Reimbursable items are included.
Subconsultant invoices will be subject to a 10% administration charge. Services will be charged
according to those personnel directly involved in providing the service and will be rounded to the
nearest half hour. For Services that are billed hourly, rates are provided in the document
following this page.
Reimbursable Direct Expenses are included.
1920 Country Place Parkway, Suite 400 1 Pearland, Texas 77584 1 281.993.4952 1 fax 281.993.8086 1 www.cobbfendley.com
CobbFendley
2023 Standard Rate Schedule
Senior Engineer V or Principal $330.00/HR
Senior Engineer IV or Project Manager V $314.00/HR
Senior Engineer III or Project Manager IV $307.00/HR
Senior Engineer II or Project Manager III $275.00/HR
Senior Engineer I or Project Manager II $250.00/HR
Engineer III or Project Manager I $199.00/HR
Engineer II $172.00/HR
Engineer I $142.00/HR
Graduate Engineer II. $131.00/HR
Graduate Engineer. $119.00/HR
Sr. Project Coordinator $158.00/HR
Project Coordinator. $109.00/HR
Senior Technician III (GIS, Telecom, Utility, CAD, Field) $188.00/HR
Senior Technician II (GIS, Telecom, Utility, CAD, Field) $164.00/HR
Senior Technician I (GIS, Telecom, Utility, CAD, Field) $142.00/HR
Technician III (GIS, Telecom, Utility, CAD, Field) $121.00/HR
Technician II (GIS, Telecom, Utility, CAD, Field) $102.00/HR
Technician I (GIS, Telecom, Utility, CAD, Field) $75.00/HR
Licensed State Land Surveyor $267.00/HR
Senior Registered Professional Land Surveyor. $250.00/HR
Registered Professional Land Surveyor $199.00/HR
Project Surveyor. $172.00/HR
Certified Photogrammetrist. $226.00/HR
4 Person Survey Crew $217.00/HR
3 Person Survey Crew $194.00/HR
2 Person Survey Crew $164.00/HR
1 Person Survey Crew $119.00/HR
2 Person Hy -Drone Crew $387.00/HR
2 Person UAV Drone Crew $267.00/HR
Construction Manager III $330.00/HR
Construction Manager II $272.00/HR
Construction Manager I $212.00/HR
Construction Observer III $177.00/HR
Construction Observer II $149.00/HR
Construction Observer I $125.00/HR
Sr. Right -of -Way Agent III or ROW Project Manager III $275.00/HR
Sr. Right -of -Way Agent II or ROW Project Manager II $221.00/HR
Sr. Right -of -Way Agent I or ROW Project Manager I $199.00/HR
Right -of -Way Agent III or ROW Attorney $177.00/HR
Right -of -Way Agent II $155.00/HR
(Continued)
Right -of -Way Agent I $122.00/HR
Right -of -Way Technician $111.00/HR
Administrative $119.00/HR
Clerical $91.00/HR
Field Data Device $40.00/HR/unit
SUBSURFACE UTILITY ENGINEERING
Two -Man Designating Crew (4-Hour Minimum) $194/HR
One -Man Designating Crew (4-Hour Minimum) $125/HR
Vacuum Excavation Truck with 2 Technicians (Vac 6000) (4-Hour Minimum) $359/HR
Vacuum Excavation Truck with 2 Technicians (Vac 3000 & 4000) (4-Hour Minimum) $335/HR
Ground Penetrating Radar with 1 Technician (4-Hour Minimum) $296/HR
Traffic Control Officer @ Cost + 10%
Traffic Control (Lane Closures, etc.) To Be Negotiated
Permits (Local, State, etc.) @ Cost + 10%
Designation, Location & Traffic Control Vehicles $6.50/Mile
REIMBURSABLE EXPENSES
Consultant or Specialty Contractor (Outside Firm) @ Cost + 10%
Courier, Special Equipment Rental @ Cost + 10%
Reasonable Out of Town Travel Expenses (Air, Hotel, Rental, etc.) @ Cost
Mileage (Standard Car or Truck) IRS Approved Rate
Per Diem for Out of Town Travel (Per Day/Person) GSA Standard Rate/Day
Title Plant Charges @ Cost + 10%
Other Misc. Expenses Related to the Project @ Cost + 10%
In -House Reproduction:
➢ Copies (Up to 11" x 17") $0.15/Each
➢ Color Prints (Up to 11" x 17") $1.50/Each
➢ Color Prints (Larger than 11" x 17") $3.00/Sq. Ft.
➢ Bluelines (All Sizes) $1.00/Each
➢ Bond Prints (All Sizes) $2.00/Each
➢ Mylar Prints $12.00/Each
➢ Vellum Prints $9.00/Each
(*) Technology charges added to each billable man-hour.
1 00
2+00
— 102' PROPOSED ROW
— 42' WIDE IN -LINE DETENTION (3:1 SLOPE)
— 30' WIDE MAINTENANCE BERM
3+00
30' WIDE MAINTENANCE BERM —
4+00 5+00 6+00 7+00
80' EXISTING ROW
— 38' B-B
8+90
12"W
9+00
10+00
12"W 12"
11+00 12-
INDUSTRIAL DRIVE
"SS
2"SS 12'SS
10' EXISTING UTILITY EASEMENT
STA. 25+00
w
z
0
THIS SHEET
12"SS 12"SS
�12"SS
12"W 12"W
16+00 17+00 18+00
10' EXISTING UTILITY EASEMENT —
— 80' EXISTING ROW
— 38' B-B
-00
- 12""SS
12"W
26+00
27+00
12"W
,12'"SS
10' EXISTING UTILITY EASEMENT
J
12"W
INDUSTRIAL DRIVE
12'"SS 12""SS
12"W 12"W
28+00 29+00 30+00
+ 1 -+-
12"SS 12"SS
1
t
12"W r 12"W
12"W
19-1-00 20+00 21+00 22+00
31+00 32+00
+ I
INDUSTRIAL DRIVE
12"SS 12"SS
12"W
23+00
12"W -
24+0: 25-
12"SS 12"SS
56' B-B
0
CN
LEGEND
CENTERLINE
PROPOSED ROW
EXISTING ROW
UTILITY EASEMENT
PROPOSED CONC.
PROPOSED STORM
FLOW DIRECTION
— x"w — EXISTING WATER
— x"ss— EXISTING SAN SWR
— — — PROPOSED WATER
PROPOSED LIGHTING
PROPOSED CONDUIT
NOTES:
1. FINAL STORM SEWER PIPE
SIZES TO BE DETERMINED IN
DESIGN PHASE. SIZES SHOWN
ARE FOR DISCUSSION
PURPOSES ONLY.
2. SIZE OF IN -LINE DETENTION
AND OUTFALL RESTRICTOR
PIPE SIZE TO BE DETERMINED
DURING DESIGN.
0
50' 100'
SCALE: 1" = 50'
CITY OF
PEARLAND
TEXAS
•
CobbFendley
TBPE Firm Registration No. 274
TBPLS Firm Registration No. 100467
1920 Country Place Parkway, Suite 400
Pearland, Texas 77584
281.993.4952 I fax 281.993.8086
www.cobbfendley.com
INDUSTRIAL DRIVE
IMPROVEMENTS
EXHIBIT B
Client: Pearland Economic Development Corporation
Project Name: Industrial Drive Improvements
Opinion of Probable Construction Cost
Item
No.
Item Description
Unit
Quantity
Unit Price
Extended Price
SECTION 1 - SITE PREPARATION
1
Mobilization (Max 5% of Total Base Bid Price)
LS
1
$ 185,000.00
$ 185,000.00
2
Excavation (Channel), Including Haul -Off, Complete in Place
CY
2,602
$ 23.00
$ 59,846.00
3
Remove and Dispose of Existing Pavement and Base (All Depths),
Includes all Saw -Cutting Required, Includes Haul -Off and Disposal,
Complete
SY
8,837
$ 12.00
$ 106,044.00
4
Remove and Dispose of Driveways and Walkways, Includes all Saw-
Cutting Required, Includes Haul -Off and Disposal, Complete
SY
758
$ 15.00
$ 11,370.00
5
Remove and Dispose Off -Site Existing Storm Sewer Pipe (All Sizes)
LF
945
$ 17.00
$ 16,065.00
SUBTOTAL SECTION 1
$ 378,325.00
SECTION 2 - PAVING
6
8-Inch Manipulation of Lime Stabilized Subgrade, Complete 1
SY
14,988
$ 5.25
$ 78,687.00
Hydrated Lime (Type B, 7% Lime by Dry Weight of Soil), Complete in
Place
TON
316
$ 197.00
$ 62,252.00
8
8-Inch Reinforced Concrete Pavement, Complete in Place
SY
13,648
$ 68.00
$ 928,064.00
9
Reinforced Concrete Curb (6-Inch), Complete in Place
LF
6,030
$ 6.00
$ 36,180.00
10
Reinforced Concrete Sidewalks, Complete in Place
SF
8,585
$ 9.00
$ 77,265.00
11
2-Inch Bank Sand, Complete in Place (Under Sidewalk)
CY
53
$ 100.00
$ 5,300.00
12
6-Inch Reinforced Concrete Driveways, Complete in Place
SF
13,620
$ 12.00
$ 163,440.00
SUBTOTAL SECTION 2
$ 1,351,188.00
SECTION 3 - PAVEMENT MARKINGS
13
Type I Pavement Markings (12" Thermoplastic Double Yellow Solid),
Complete in Place
LF
1,000
$ 12.00
$ 12,000.00
14
Reflective Pavement Markers, for Fire Hydrant, Type II -A -A, Blue -Blue,
Complete in Place
EA
10
$ 45.00
$ 450.00
SUBTOTAL SECTION 3
$ 12,450.00
SECTION 4 - STORM SEWER
15
24-Inch Reinforced Concrete Pipe, Complete in Place
LF
844
$ 110.00
$ 92,840.00
16
48-Inch Reinforced Concrete Pipe for Outfall, Complete in Place
LF
57
$ 300.00
$ 17,100.00
17
4'X2' Reinforced Concrete Box Culvert, Complete in Place
LF
540
$ 325.00
$ 175,500.00
18
4'X3' Reinforced Concrete Box Culvert, Complete in Place
LF
1,610
$ 340.00
$ 547,400.00
19
5'X3' Reinforced Concrete Box Culvert, Complete in Place
LF
206
$ 405.00
$ 83,430.00
20
Type C-1 Inlet (All Depths) with Open Back, Complete in Place
EA
4
$ 5,400.00
$ 21,600.00
21
Type C-1 Inlet (All Depths), Complete in Place
EA
4
$ 5,400.00
$ 21,600.00
22
5'x5' Junction Box, Complete in Place
EA
8
$ 14,000.00
$ 112,000.00
23
6'x6' Junction Box, Complete in Place
EA
1
$ 16,000.00
$ 16,000.00
24
8' Diameter Type C Manhole, Complete in Place
EA
1
$ 20,000.00
$ 20,000.00
25
5-Inch Concrete Slope Paving, Complete in Place
SY
190
$ 155.00
$ 29,450.00
26
48-Inch Saftey End Treatment with Galvanized Steel Pipes for Outfall,
Complete in Place
EA
2
$ 4,800.00
$ 9,600.00
27
Drainage Swale Grading, Complete in Place
LF
1,800
$ 4.50
$ 8,100.00
SUBTOTAL SECTION 4
$ 1,154,620.00
SECTION 5 - WATER ITEMS
28
12-Inch C900 PVC Water Line, Complete in Place
LF
2,340
$ 115.00
$ 269,100.00
29
12-Inch Gate Valve and Box, Complete in Place
EA
2
$ 5,500.00
$ 11,000.00
30
12-Inch Wet Connection, Complete in Place
EA
1
$ 2,500.00
$ 2,500.00
31
Fire Hydrant Assembly, Complete in Place
EA
10
$ 7,800.00
$ 78,000.00
32
Water Service Reconnection
EA
15
$ 900.00
$ 13,500.00
33
Cut, Plug and Abandon Water Line, All Sizes
LS
1
$ 5,000.00
$ 5,000.00
SUBTOTAL SECTION 5
$ 379,100.00
SECTION 6 - SWPPP
34
SWPPP Measures per the Drawings, Including Inspection,
Maintenance and Reporting
LS
1
$ 30,000.00
$ 30,000.00
35
Furnish, Install, Fertilize and Water Hydro -Mulch Seeding for Erosion
Control, Complete in Place
AC
2
$ 3,500.00
$ 7,000.00
SUBTOTAL SECTION 6
$ 37,000.00
Project Name: Industrial Drive Improvements
Opinion of Probable Construction Cost
Item
No.
Item Description
Unit
Quantity
Unit Price
Extended Price
SECTION 7 - TRAFFIC CONTROL AND REGULATION
36
Traffic Control and Regulation, Including Temporary Driveways, in
Accordance with Drawings and Specifications
LS
1
$ 28,000.00
$ 28,000.00
37
2-Inch Temporary Asphalt Pavement, One 10' Lane, Complete in Place
TON
354
$ 200.00
$ 70,800.00
38
4-Inch Temporary Base, Complete in Place
TON
851
$ 150.00
$ 127,650.00
SUBTOTAL SECTION 7
$ 226,450.00
SECTION 8 - STREET LIGHTING
39
Install New Lamp Fixture, as Provided by City, Complete in Place and
Operational
EA
27
$ 450.00
$ 12,150.00
40
Construct Concrete Foundations for Lamp Fixture, Complete in Place
EA
27
$ 1,500.00
$ 40,500.00
41
Furnish and Install 1.25" Conduit, Conductors, Control Boxes,
Handholes, Includes all Necessary Bends and Fittings, Complete in
Place
LF
3,205
$ 18.00
$ 57,690.00
SUBTOTAL SECTION 8
$ 110,340.00
SECTION 9 - SUPPLEMENTAL ITEMS
42
Adjust Gate Valve & Box to Grade
EA
1
$ 500.00
$ 500.00
43
Abandon and Grout Fill Existing Gate Valve, All Sizes
EA
1
$ 250.00
$ 250.00
44
Metal Beam Guardrail, Complete in Place
LF
350
$ 245.00
$ 85,750.00
45
8-Inch Reinforced High Early Strength Concrete, Complete in Place
SY
200
$ 125.00
$ 25,000.00
SUBTOTAL SECTION 9
$ 111,500.00
TOTAL SECTIONS 1-9
$ 3,760,973.00
20% CONTINGENCY
$ 752,195.00
TOTAL CONSTRUCTION COST
$ 4,513,168.00
4 GEOTEST ENGINEERING, INC.
Geotechnical Engineers & Materials Testing
5600 Bintliff Drive Houston, Texas 77036
Ms. Kimberly Waddell, P.E
Project Manager, Associate
CobbFendley
1920 Country Place Parkway, Suite 400
Pearland, Texas 77584
Reference: Proposal for Geotechnical Investigation
Pearland EDC — Industrial Drive
Pearland, Texas
Dear Ms. Weddell:
Telephone: (713) 266-0588
Fax: (713) 266-2977
Proposal No. 1140616399
April 20, 2023
In accordance with your e-mail request on April 14, 2023, Geotest Engineering, Inc. (Geotest) is
pleased to submit this proposal for geotechnical investigation of the referenced project. The project
includes approximately 3,000 LF of Industrial Drive roadway reconstruction of the existing 2-lane asphalt
roadway with a 2-lane concrete road with underground storm sewer from east end of Industrial Drive to
SH 35 in Pearland, Texas. The project will also include two in -line detention near east end of project
alignment with 3(H):1(V) slope. Based on the information provided, the proposed in -line detention will
be less than 10 feet deep.
Purpose and Scope
The purpose of this investigation is to evaluate the soil and water level conditions and to develop
geotechnical recommendations for proposed paving and utilities along Industrial Drive. The scope of
services is based on the information provided to us on April 14, 2023, and consists of the following:
• Coordinating with utility locators to get areas for the proposed borings cleared.
• Drilling and sampling:
• seven (7) 10-foot soil borings along Industrial Drive for the roadway and utilities
reconstruction.
• two (2) 15-foot soil borings for the proposed in -line detention.
The Proposed Boring/Piezometer Program is shown on Attachment No. 1, and also shown in
Figure 1.
• Grouting all boreholes except the piezometer borings using non -shrink cement bentonite
grout after completion of drilling and water level measurements.
• Perform laboratory tests including consolidated undrained (CU) triaxial tests, double
hydrometer and crumb tests on representative soil samples per HCFCD criteria to evaluate
the engineering properties of the soils.
• Perform engineering analyses to develop geotechnical recommendations for the proposed
improvements. The minimum geotechnical recommendations will include the following:
• Excavation Stability, bedding backfill and ground water control for the proposed
storm sewers.
Ms. Kimberly Waddell, P.E. Proposal No. 1140616399
Page 2 April 20, 2023
• Pavement recommendations including subgrade stabilization, and construction
considerations.
• Perform slope analyses and evaluate dispersive characteristics of soil for the
proposed detention pond in accordance with HCFCD criteria after completion of PER
phase.
• Submit a geotechnical report containing a plan showing the locations of the borings and
recommendations as outlined above.
Schedule and Fee
We should be able to start fieldwork within one (1) week after receiving your written
authorization. The field work will be completed in about one (1) week, barring bad weather. The
laboratory tests will be completed in about four (4) weeks. The complete geotechnical report, which will
include field and laboratory data and design recommendations, will be submitted in about ten (10) weeks
after receiving the written authorization.
Based on the scope of work outlined above, the cost of the field investigation, laboratory testing,
engineering analyses, and a final report will be a lump sum cost of $19,813.00. The cost breakdown
given in Attachment No. 2 is for additional information only. This cost is based on the
assumption that no site clearance will be required.
We appreciate the opportunity to submit this proposal. Formal authorization is required for our
services. This may be provided by signing in the space provided below and returning one copy for our
files.
Very truly yours,
GEOTEST ENGINEERING, INC.
TBPE Firm Registration No. F-410
Xiaoyan Zhao, E.I.T.
Assistant Project Manager
c, .p,„ tJA<
Naresh Kolli, P.E.
Project Manager
NK\xz\ego
Copies Submitted: (1-PDF)
Enclosures: Attachment No. 1— Proposed Boring /Piezometer Program
Attachment No. 2— Cost Breakdown for roadway, storm sewer and in -line detention
Figure 1 — Plan of Borings
PC38\Geotechnical\Proposals\40616399.DOC
ACCEPTED BY:
PRINTED NAME:
TITLE:
DATE:
Geotechnical Investigation
Pearland EDC - Industrial Drive
Pearland, Texas
Proposal No. 1140616399
Attachment No. 1
PROPOSED BORING/PIEZOMETER PROGRAM -ROADWAY, STORM SEWER AND DETENTION POND
Structure Type
Proposed Boring
Proposed Piezometers
Number
Depth
(feet)
Footage
(feet)
Number
Depth
(feet)
Footage
(feet)
Roadway and Storm Sewer along Industrial Drive
(Approximately 3,000 LF)
7
10
70
1
10
10
Detention Pond
2
15
30
1
15
15
Total
pc38\Geotechnical\Proposals\1140616399.xls\Boring Program
9
100
1
25
Geotech n ical Investigation
Pearland EDC - Industrial Drive
Katy, Texas
Proposal No.: 1140616399
Attachment No. 2
COST BREAKDOWN - ROADWAY, STORM SEWER AND IN -LINE DETENTION
QUANTITY UNIT RATE COST
Engineering Services
Principal 2 hrs. $250.00 $500.00
Sr Engineer 4 hrs. $205.00 $820.00
Project Engineer 8 hrs. $165.00 $1,320.00
Staff Engineer 36 hrs. $115.00 $4,140.00
Support Personnel (Drafting, Word Processing) 4 hrs. $70.00 $280.00
Subtotal $7,060.00
Direct Expenses
Subsurface Field Investigation
Mobilization/Demobilization 1 ea. $700.00 $700.00
Drilling and Continuous Sampling, Truck Mounted Rig, from 0 to 20 feet 100 ft. $25.00 $2,500.00
Grouting of Completed Bore Holes 75 ft. $12.00 $900.00
Drilling and Field Coordination 6 hrs. $65.00 $390.00
Piezometer Installation 25 ft. $24.00 $600.00
Piezometer Abandonment 25 ft. $20.00 $500.00
Manhole Cover for Piezometers 1 ea. $100.00 $100.00
Water level readings in Piezometers (24 hrs and 30 days) 4 hrs. $65.00 $260.00
Vehicle Charge (field coordination and water level readings) 10 hrs. $12.00 $120.00
Minor Traffic Control 2 day $850.00 $1,700.00
Laboratory Tests
Liquid and Plastic Limits
Moisture Content
Percent Passing No. 200 Sieve
Sieve Analysis through No. 200 Sieve
Sieve Analysis with Hydrometer
Unconsolidated-Undrained Triaxial Compressive Strength, per Specimen or Stage
HCFCD Criteria for Detention Pond
Specific Gravity of Soil ( ASTM 854)
Double Hydrometer (ASTM 4221)
Crumb Test(ASTM D 6572)
Triaxial CU Test includes Back Pressure Saturation and Pore Pressure Measurements, 3
Specimens (ASTM D 4767)
Subtotal $7,770.00
10 ea. $71.00
40 ea. $11.00
7 ea. $55.00
2 ea. $65.00
1 ea. $145.00
10 ea. $72.00
1 Ea. $67.00
2 Ea. $250.00
2 Ea. $43.00
1 Ea. $1,800.00
Subtotal
Total
$710.00
$440.00
$385.00
$130.00
$145.00
$720.00
$67.00
$500.00
$86.00
$1, 800.00
$4,983.00
$19, 813.00
pc38:\geotechnical\Proposals\1140616399.xls\Cost
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Proposal No. 1140616399
Legend
Qh Boring
Detention
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ENVIRONMENTAL SOLUTIONS
May 8, 2023
Kimberly Waddell, P.E.
Cobb, Fendley, & Associates, Inc.
1920 Country Place Parkway, Suite 400
Pearland, TX 77584
Re: Proposal for Environmental Services
Cobb, Fendley, & Associates, Inc. — Industrial Drive Improvements
Dear Mrs. Waddell:
Thank you for allowing Compass Environmental Solutions, LLC (COMPASS) the opportunity to provide
Cobb, Fendley, & Associates, Inc. (Cobb-Fendley) with a cost estimate for the following environmental
services: ordinary high water mark delineation and no-PCN NWP 33 for erosion protection, Phase I
Environmental Site Assessment, and desktop archeological site file. The proposed road improvements are
located along the western side of Industrial Drive in Pearland, Brazoria County, Texas. The area of
investigation is shown below as a yellow boundary. This proposal outlines each of these environmental
services as tasks below.
PROJECT SITE EXHIBIT
April 20, 2023
Ms. Kimberly Waddell
Cobb, Fendley, & Associates, Inc.
Industrial Drive Improvements
Scope of Work
Task 1- Wetland and Ordinary High Water Mark Investigation and Review
COMPASS scientists will review available historical topographic maps, National Wetland Inventory
maps, soil data maps, color and infra -red aerial photography, and current floodplain maps to estimate the
extent of any potential waters of the U.S. which may exist on the subject property. Scientists will then
visit the subject property and conduct a "limited" waters of the U.S. delineation focusing on the potential
outfall location into drainage channel that existing along the boundary. The purpose of the study is to
determine the approximate sizes and locations of any areas that may potentially be classified as waters of
the United States, which includes, but is not limited to, wetlands.
Task 2 - No Prior Construction Notification (No-PCN) Nationwide Permit 12
COMPASS will prepare a No-PCN Nationwide Permit (NWP) 33 self -certification letter for the
temporary coffer dam construction associated with the proposed placement of a storm -water outfall. This
self -certifying permit does not require direct coordination with the United States Army Corps of
Engineers, but does require the applicant (Pearland Economic Development Corporation) to adhere to all
of the applicable guidelines set forth in the Nationwide Permit language and Clean Water Act. Included in
this package will be a reduced project plan and map set.
Task 3 - Archeological Desktop Site File Review
A "desktop" level of investigation will be completed in order to determine the potential for intact, buried
resources to be found in the project's construction footprint/archaeological APE. Site file research will be
conducted by consulting online research archives maintained by the THC. Research objectives will be to
identify all previously recorded cultural resources that may be located within the project APE and within
1.6 kilometers (1 mile) of the proposed project's APE. A review of the Texas Historic Sites Atlas, the
National Register of Historic Places (NRHP) database, the list of State Archaeological Landmarks, and
the list of Recorded Texas Historic Landmarks, will be reviewed. In addition, soils maps, topographic
maps, and aerial photographs will be inspected in order to determine the potential for previously
unrecorded archaeological sites to be present within the project footprint. The TX DOT Potential
Archeological Liability Map (PALM) will be reviewed as part of the assessment.
The results of this assessment will be presented in a coordination letter. This letter report will contain a
brief culture history, methods, the results of research, an assessment of the potential for intact, buried
cultural resources to be found within the project APE, and recommendations for further work, if
necessary.
Task 4 — Phase I Environmental Site Assessment
Our scope of work includes: (1) a review of readily available historical topographic maps, fire insurance
maps, soil maps, and aerial photographs, (2) interviews with the property owner or occupant and agency
officials from the local health and fire departments, (3) searches of state and federal records databases, (4)
a site inspection, and (5) completion of a report.
In addition to the noted scope of work, COMPASS requests that any of the following helpful documents
or reports (if they exist and are available to you) be submitted to our office to expedite the environmental
assessment: (a) site assessment reports; (b) environmental audit reports; (c) environmental permits for
disposal, discharge, etc.; (d) tank registration; (e) material safety data sheets (MSDS); (f) community right
to know plans; (g) health and safety plans, spill prevention plans, etc.; (h) hydrogeologic reports; (I)
government violations or notices; (j) hazardous waste generator notices or reports; (k) any geotechnical
studies, (j) site or plat maps; (k) appraisal information (not including property value), and (I) title reports
April 20, 2023
Ms. Kimberly Waddell
Cobb, Fendley, & Associates, Inc.
Industrial Drive Improvements
showing the chain of ownership.
COMPASS's proposed scope of work provides a limited but reasonable assessment of the property. The
work will be conducted according to the protocols for conducting Phase 1 assessments described in the
American Society for Testing and Materials (ASTM) E 1527-21 document. Investigatory work will not
include: asbestos, building materials, waste sampling, threatened and endangered species, wetlands, or
archaeology.
**Reporting and Deliverables
Environmental Overview Reporting
Following on -site investigations, an environmental overview report (EOR) will be prepared for the
project. This report will include documentation required by the USACE, including, but not limited to:
project introduction, background research, methodology, results, findings, COMPASS 's professional
recommendation on the jurisdictionality of all on -site aquatic features, site maps, a waters of the U.S.,
including wetlands delineation map, and project site photographs documenting site conditions. No
coordination with the USACE is proposed as part of this scope. All findings presented in this letter report
would be preliminary and based on COMPASS's professional experience with similar projects under
similar circumstances. Only the USACE and EPA can make the final jurisdictional determination.
A separate and standalone report will be generated for the Phase I ESA.
Mapping and GIS
All geographic information data (USACE Routine Data points for waters of the U.S. and uplands,
position lines, photo -points, ordinary high water mark points, etc.) from the delineation will be compiled
by field crews, downloaded, and corrected via Pathfinder into ArcGIS. Data will be recorded in
accordance with the USACE Galveston District's Standard GPS Protocol. COMPASS's GIS analysts will
input this data into a master map file for CobbFendley.
Section 404 Permitting
It is COMPASS's understanding that this project will be able to be processed under a no-PCN
Nationwide Permit 13 for bank stabilization (erosion protection for outfalls). This reporting task includes
a summarization of data collected during field efforts, COMPASS's professional findings and judgements
regarding the project, and applicability of the NWP program. Project plans will be reviewed for accuracy
and compliance with the nationwide permit. A short letter report will be prepared outlining the above.
Estimated Costs
The cost associated with this investigation is noted below. This project will be conducted on a lump sum
basis.
Table 1- Cost Detail for Environmental Sunnort
Task
Effort
Cost
1
Ordinary High Water Mark Delineation &
T&E Review
$3,500
2**
No-PCN NWP 13 Preparation
$3,000
3
Archeological Desktop Site File Review
$1,000
4
Phase I ESA
$4,250
**Indicates optional tasks to be authorized only if work within a jurisdictional channel is proposed.
April 20, 2023
Ms. Kimberly Waddell
Cobb, Fendley, & Associates, Inc.
Industrial Drive Improvements
Summary
To accept this cost estimate, please supply your company's preferred contracting mechanism. COMPASS
will begin the work immediately after receiving the notice to proceed. All field work and reports will be
completed and submitted to Cobb, Fendley, & Associates, Inc. within 30 calendar days from proposal
approval.
COMPASS greatly appreciates the opportunity to provide this scope of services and cost estimate. If you
have any questions or would like any additional information, please feel free to contact me at (832) 595-
9064 or ABoswell@CompassENVS.com.
Sincerely,
Andy Boswell
Principal/Sr. Scientist
Compass Environmental Solutions, LLC
Professional Services Contract Industrial Design
Cobb Fendley - CF Signed 7.12.23
Final Audit Report
2023-07-12
Created: 2023-07-12
By: Valerie Marvin (vmarvin@pearlandedc.com)
Status: Signed
Transaction ID: CBJCHBCAABAAGEaiyKPu4ZbSgVJI2nVHbCXSebVDHzG5
"Professional Services Contract Industrial Design Cobb Fendley
- CF Signed 7.12.23" History
Document created by Valerie Marvin (vmarvin@pearlandedc.com)
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