R2017-080 2017-04-24RESOLUTION NO. R2017-80
A Resolution of the City Council of the City of Pearland, Texas, authorizing the
City Manager or his designee to enter into a contract with Freese Nichols,
Inc., in the amount of $1,246,507.00, for preliminary design services associated
with Surface Plant Package No. 1 and appropriating an additional
$1,900,000.00 from Texas Water Development Board bond proceeds.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the City of Pearland and Freese
Nichols, Inc., a copy of which is attached hereto as Exhibit "A" and made a part hereof for all
purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute and
the City Secretary to attest a contract with Freese Nichols, Inc. for preliminary design services
associated with Surface Plant Package No. 1
PASSED, APPROVED and ADOPTED this the 24t5 day of April, A.D., 2017.
TOM REID
MAYOR
ATTEST:
D - 10,RUND�%
YO d OR G, Ta
CI SECR ARY
APPROVED AS TO FORM:
C&_
DARR a M. COKER
CITY ATTORNEY
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Resolution No. R2017-80
Exhibit "A"
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT is entered into upon final execution by and between the City of Pearland
("CITY") and Freese and Nichols Inc. ("CONSULTANT").
The CITY engages the CONSULTANT to perform professional services for a project known and
described as Surface Water Treatment Plant ("PROJECT"). (Project #WA1605)
SECTION I - SERVICES OF THE CONSULTANT
The CONSULTANT shall perform the following professional services to CITY 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 perform Preliminary Eneineering Services. 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.
13. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.
C. The CONSULTANT acknowledges that the CITY (through its employee
handbook) considers the following to be misconduct that is grounds for
termination of a 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 CITY. The
CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY
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 CITY 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 CITY 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
CITY upon request, shall become subject to the Open Records Laws of this State.
Design
1 of 6 D1. Revised 1/14
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) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3)
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 CITY 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 CITY 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 CITY and only after the CITY has been provided with written notice of such
Change in Coverage, such notice to be sent to the CITY either by hand delivery to
the City Manager or by certified mail, return receipt requested, and received by
the City 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 CITY 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.
Design 2 of 6 DI. Revised 1/14
G. The CONSULTANT shall indemnify and hold the CITY, 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
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the CITY.
SECTION II - PERIOD OF SERVICE
This CONTRACT will be binding upon execution and end May 31, 2018.
SECTION III - CONSULTANT'S COMPENSATION
A. The total compensation for the services performed shall not exceed the total noted
in Section B.
B. The CITY 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) $ 677,945
2. Additional Services shall require independent and specific authorization
and shall be billed as (Lump Sum): $ 568,562
3. Bid Phase Services (Hourly Not to Exceed)
4. Construction Phase Services (Hourly Not to Exceed)
5. Reimbursable Expenses (Not to Exceed)
6. Total:
$1,246,507
C. The CITY 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.
Design
3 of 6 DI. Revised 1/14
SECTION IV - THE CITY'S RESPONSIBILITIES
A. The CITY shall designate a project manager during the term of this CONTRACT.
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 CITY on any aspect of the work shall be
directed to the project manager.
B. The CITY shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
delay in the progress of the CONSULTANT'S work. The CITY will keep the
CONSULTANT advised concerning the progress of the CITY'S review of the
work. The CONSULTANT agrees that the CITY'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 CITY.
SECTION V - TERMINATION
A. The CITY, 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 Freese & Nichols. Inc. 11200 Broadway St.,
Suite 2332. 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 CITY 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 CITY 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 CITY shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the CITY 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.
Design 4 of 6 DI. Revised 1/14
E. In the event this CONTRACT is terminated, the CITY shall have the option of
completing the work, or entering into a CONTRACT with another party for the
completion of the work.
F. If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT
breaches any provision of this CONTRACT, then the CITY 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 CITY 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 CITY 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 CITY 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 Dl. Revised 1 /14
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
CITY F AND, TEXAS DATE
,P:TANT
April 10, 2017
DATE
Design 6 of 6 D1. Revised 1/14
Innovative approaches
Practical results
Outstanding service
11200 Broaday St., Suite 2332 • Pearland, Texas 77584 • 832-456-4700 • fax 832-456-4700 www.freese.com
April 10, 2017
Andrea Brinkley
Assistant Director of Public Works
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581
RE: Surface Water Treatment Plant
Package 1— Pre -Sedimentation Basin and Pump Station
Phase 1— Preliminary Engineering
Scope and Fee Proposal
Dear Andrea,
Freese and Nichols, Inc. (FNI) appreciates the opportunity to submit to you our proposal for providing
professional engineering services to the City of Pearland for the Surface Water Treatment Plant, Package
#1.
FNI will render professional services in connection with the development of the Project as defined in the
attached Scope of Services included as Exhibit A. We are sending the following attachments as back-up
for the scope and fee:
• Attachment A — Preliminary Engineering Level of Effort
• Attachment B — Preliminary Engineering Schedule
• Attachment C — Proposal from C.L. Davis & Company (Survey)
• Attachment D — Proposal from Geotest Engineering, Inc. (Drilling and Laboratory)
• Attachment D-1 - Proposal from Geotest Engineering, Inc. for Package 2
• Attachment E — Proposal for Griffin Dewatering, LLC (Pump Tests)
• Attachment F — Proposal for Shrader Engineering (Electrical)
• Attachment G — Proposal from Nathelyne A. Kennedy (General Civil)
FNI proposes to complete the preliminary design effort for a total fee of $1,246,507. See the following
table for a breakdown summary of Basic Services and Additional Services.
April 10, 2017
Page 2 of 3
Freese and Nichols will be utilizing several subconsultants and is committed to meeting the MBE and
WBE fair share goals established for this project by the Texas Water Development Board. We
understand that the goal for professional services are set for this project at 10.84% and 5.72%
respectively. The following table summarizes our percentages for the subconsultants:
Consultant Fee
% of Non -
Contract M/WBE
MBE WBE
M/WBE
Percentage
Freese and Nichols, Inc.
C.L. Davis & Co.
Geotest Engineering
Griffin Dewatering, LLC
Nathelyne A. Kennedy
Shrader Engineering
Total
$693,958
$74,005
$236,489
$88,875
$92,800
$60,380
55.67%
5.94%
18.97%
7.13% X
7.44%
4.84%
$1,246,507 100%
X
X
X
18.97%
7.44%
4.85%
31.26%
All subconsultants can meet the Insurance Requirements required by the City of Pearland. Additionally,
FNI has reviewed the Professional Services Agreement and there are no concerns.
Upon authorization by the City, FNI will proceed with performance of professional services defined in
Attachment A.
Basic Services (Lump Sum)
Project Management
$ 55,730
II - 1
Design Workshops
$ 21,744
II - 2
Stakeholder Meetings
$ 1,920
II - 3
Data Collection
$ 6,384
II - 5
Geotechnical Analysis and Report
$ 78,656
II - 7
Silt Loading Analysis
$ 16,196
II - 8
Alternatives Analysis
$ 370,489
II - 10
Opinion of Probable Construction Cost
$ 24,423
II - 11
Preliminary Engineering Report
$ 102,403
Total Basic Services
$ 677,945
Additional Services (Hours -Not -To -Exceed)
II - 4
Surveying
$ 79,143
II - 5
Geotechnical Investigations
$ 440,429
II - 6
Feasibility Study
$ 23,744
II - 9
Coordination with WTP Consultant
$ 10,504
AS
Environmental Review_
$ 14,742
Total Additional Services T$
568,562
Total Preliminary Design Fee
$ 1,246,507
Freese and Nichols will be utilizing several subconsultants and is committed to meeting the MBE and
WBE fair share goals established for this project by the Texas Water Development Board. We
understand that the goal for professional services are set for this project at 10.84% and 5.72%
respectively. The following table summarizes our percentages for the subconsultants:
Consultant Fee
% of Non -
Contract M/WBE
MBE WBE
M/WBE
Percentage
Freese and Nichols, Inc.
C.L. Davis & Co.
Geotest Engineering
Griffin Dewatering, LLC
Nathelyne A. Kennedy
Shrader Engineering
Total
$693,958
$74,005
$236,489
$88,875
$92,800
$60,380
55.67%
5.94%
18.97%
7.13% X
7.44%
4.84%
$1,246,507 100%
X
X
X
18.97%
7.44%
4.85%
31.26%
All subconsultants can meet the Insurance Requirements required by the City of Pearland. Additionally,
FNI has reviewed the Professional Services Agreement and there are no concerns.
Upon authorization by the City, FNI will proceed with performance of professional services defined in
Attachment A.
April 10, 2017
Page 3 of 3
If additional information or clarification is desired, please do not hesitate to contact us.
Sincerely,
FREESE AND NICHOLS, INC.
Jeff for
Principal
Attachments
cc: Jeff Peters, Ardurra Group
Cockroft, P.E.
Project Manager, Principal
Design (041017)
EXHIBIT A
SCOPE OF SERVICES
FOR
PRE -SEDIMENTATION BASIN AND PUMP STATION
PHASE I
PRELIMINARY ENGINEERING
1 of 15 DIO. Revised 12/11
BASIC SERVICES: The Consultant shall render the following professional
engineering services to the City / Owner in connection with the future
construction of the Project. The information contained in this scope of work is
associated with the professional engineering services involving the development
of a Preliminary Engineering Report (PER) for the City of Pearland's Pre -
sedimentation Basin (PSB). The PSB will be primarily located in the existing
abandoned sand mining pit owned by the City. The City, however, is desirous to
learn of the potential beneficial use and corresponding feasibility of two additional
sand pits, referred herein as the active Sprint sand mining pit (located east of the
project site) and the northern abandoned sand mining pit (located immediately
north of the primary location).
The Scope of Services is based on the following assumptions:
1. The abandoned sand mining pits are assumed to be non -jurisdictional, or
unregulated, under Section 404 of the Clean Water Act, and activities or
construction within the abandoned sand mining pits would not require
permits from the US Army Corps of Engineers (USACE). However, if this
not be the case, it is assumed that the future construction of the PSB would
fall within the statutes of a Nationwide Permit (NWP) (e.g., a Pre -
Construction Notification (PCN) or Individual Permit (IP)0 would not be
required).
2. There will be a screened (bar grate or other) intake structure located on the
Gulf Coast Water Authority's (GCWA) American Canal with an open
channel canal and/or pipeline connection to the PSB. The connection will
likely siphon under Mustang Bayou. The intake shall include a trash / debris
rake system and shall incorporate measures in which maintenance can be
employed.
3. The GCWA American Canal is assumed to be non -jurisdictional (per
USACE's determination as expressed in their 3 February 1976
memorandum), or unregulated, under Section 404 of the Clean Water Act,
Design (041017) 2 of 15 D10. Revised 12/11
and activities or construction within the GCWA American Canal would not
require permits from USAGE. However, if this is not the case, it is assumed
that the future construction of the intake would fall within the statutes of a
Nationwide Permit (e.g., a PCN or IP would not be required).
4. The PSB will be Tined on the slopes and possibly on the bottom. It is
currently assumed that the PSB will likely be lined along the side slopes and
along the floor with an engineered material such as concrete or soil cement
to promote stability of the basin in low water conditions and promote
operations and maintenance of the basin during desilting or dredging
operations. The southeast corner of the PSB will be considered for project
beneficial use, such as backwashing and/or sediment disposal.
5. An approximately 20 MGD pump station with intake will be located on the
perimeter of the PSB with a pipeline to the Surface Water Plant (SWP).
There will be an agreed upon connection point since the WTP will be
designed by others. It is currently planned that the pump station will have a
10 MGD initial capacity with the capability of being expanded to 20 MGD
(maximum capacity).
6. The proposed pipeline can be designed to meet the terms and conditions of
Nationwide Permit (NWP) 12, Utility Lines (due to the presence of and need
to cross Mustang Bayou with the pipelines or other associated facilities) or
other NWPs without requiring the submittal of a PCN to USACE.
Preparation of a PCN or an IP will be considered Additional Services.
TASK 1— PROJECT MANAGEMENT
1. Plan and participate in a kick-off meeting with the city to confirm the project
scope, team, lines of communication, and schedule;
2. Plan and participate in up to nine (9) project status meetings during the
preliminary engineering design phase to facilitate project coordination,
timeliness, budget compliance, and schedule;
Design (041017)
3 of 15 D10. Revised 12/11
3. Plan and participate in up to four (4) site meetings to facilitate site
coordination issues with sub -consultants, construction access
considerations, data retrieval. Prepare meeting summaries (meeting
minutes) and site visit memorandums (with photos) and distribute to project
team;
4. Develop and update a Project task schedule;
5. Manage subconsultant services, e.g.:
a. C.L. Davis & Company (Survey);
b. Geotest Engineering, Inc. (Drilling and Laboratory);
c. Griffin Dewatering, LLC (Pump Tests);
d. Shrader Engineering (Electrical Design);
e. Nathelyne A. Kennedy (General Civil).
6. Prepare and provide monthly progress/status reports to the City sufficient to
support monthly billings. Monthly status reports shall be submitted with
monthly invoices; and
7. Contact and coordinate with franchise utility companies to inform them of
the Project, update record information, coordinate survey and base mapping
information, identify possible conflicts, and establish critical issues for
preliminary design. Note: areas for potential conflict to be resolved during
design.
TASK II — PRELIMINARY DESIGN PHASE SERVICES
1. Design Workshops - Participate in three half day design workshops for the
project. The first charrette will be attended by all primary consultants to
discuss project procurement strategies, identify issues between various
phases, and codify each consultants' roles and responsibilities. The second
Design (041017) 4 of 15 D10. Revised 12/11
design workshop will be to identify technical design issues, constraints and
concerns. (Note: this effort will not be to resolve the concerns, but to better
identify the issues, constraints and concerns that will impact the preliminary
engineering design of the project.) The third design workshop will include
review of the Sprint sand mining pit and the northern abandoned mining pit
for possible expansion of the PSB's capacity and to evaluate these locations
as potential beneficial use sites. Note: Based on the needs of the City, the
order of the design workshops could change.
2. Stakeholder Meetings - Meet with stakeholders and City to understand
constraints, concerns, and goals of each of the entities. Currently identified
stakeholders include:
a. GCWA (one meeting)
b. Brazoria County Drainage District #4 (one meeting)
3. Data Collection.
a. Review City informational resources (previous pertinent reports,
available public information, soil reports and mapping, existing
topographic data, and description of City's prior repair efforts);
4. Sub -contract with a Registered Professional Land Surveyor and conduct
topographic surveys and bathymetric survey (for additional detail, see
Attachment C).
5. Geotechnical Investigation
Perform geotechnical field exploration and laboratory testing program for
the site, sufficient for the feasibility task, preliminary and final design, and
consisting of the following:
a. Review existing geotechnical efforts performed and reported at the
site.
b. Travel to the site to select locations for exploratory borings. Visually
check for underground utility markers, other existing construction,
and accessibility. Coordinate with subcontractor to access borings
at the site. In coordination with the Surveying subcontractor, locate
and stake the borings.
Design (041017)
5 of 15 D10. Revised 12/11
c. Call the Texas 811 utility system, City of Pearland, and other
appropriate providers to mark utilities within an appropriate radius
of the boring locations.
d. Subcontract with a drilling contractor to drill a total of 43 borings for
the project as described below (see attachments D and D-1):
i. Drill four (4) borings (one boring to be drilled to a depth of 75
feet and three (3) borings to be drilled to a depth of 60 feet)
and install two (2) 40 -foot piezometers borings at the
potential location of the treatment plant (Package 2) and
provide the results to the Package 2 consultant.
ii. Drill up to four (4), 100 -foot deep borings for the northern
abandoned sand mining pit and four (4), 100 -foot deep
borings at the abandoned Sprint sand mining pit to support
the Feasibility task. It is assumed that the overall lineal
footage will be 800 feet.
iii. For the PSB site, 22 borings will be drilled to a depth of 100
feet. Total lineal footage = 2,200 feet.
iv. For the pump station, a total of 5 borings will be drilled; two
(2) borings will be drilled to 100 feet for the pump station
structure, three (3) borings will be drilled to a depth of 40 feet
for both the intake structure and electrical building. Total
lineal footage = 320 feet.
v. For the pipeline and intake facilities, a total of five (5) borings
will be drilled. One (1) boring will be drilled to a depth of 30
feet for the meter vault, two (2) borings will be drilled to a
depth of 30 feet for the screening walls and two (2) borings
will be drilled to a depth of 40 feet for the pipeline crossing at
Mustang Bayou. Total lineal footage = 170 feet.
vi. Due to the location of the PSB borings, no additional borings
will be drilled for the 36 -inch pipeline that runs along the east
Design (041017) 6 of 15 D10. Revised 12/11
side of the PSB or for the lift station structures in the corners
of the PSB.
e. Borings will be drilled to the following specifications:
i. Drill borings using hollow -stem augers and obtain
subsurface samples at 2.5 -foot intervals within the upper 10
feet and at 5 -foot intervals thereafter using 3 -inch diameter
Shelby tubes for cohesive soils and a 2 -inch diameter split -
spoon sampler in conjunction with the Standard Penetration
Test (SPT) for intermediate and non -cohesive soils.
ii. Using a water well driller licensed in the State of Texas,
install piezometers (75 -foot depth each) in selected boring
locations around the perimeter of the PSB. Provide surface
completions for each piezometer with upright, lockable steel
covers and a 3'x3' concrete pad. Perform falling head
permeability tests in the piezometers. Observe water levels
and record during drilling and at completion. Backfill the
boreholes that will not be converted into piezometers with
cement -bentonite grout to the ground surface at completion
of field activities.
iii. Subcontract with a groundwater dewatering contractor to
perform pump tests in the installed piezometers and utilize
the data from the pump tests to design a system to manage
the groundwater.
From the data ascertained in e -ii and e -iii, above, develop a
2-D groundwater model to analyze the groundwater
conductivity in relation to the PSB. Based on the findings,
consider the benefits or risks of basin / canal isolation, as
well as construction considerations.
Design (041017) 7 of 15 D10. Revised 12/11
iv. Provide an Engineer or Geologist to direct the drilling, log the
borings, record field test data, and handle and transport the
samples. Develop the piezometers and perform lag tests as
necessary.
v. Select samples for laboratory testing, assign tests, deliver
samples to a subcontracted laboratory selected by FN I, and
review test results. Include classification tests (liquid and
plastic limits and percent passing a #200 sieve or gradation),
hydrometer tests, moisture content, unit dry weight,
permeability tests, permeability tests and strength tests
(triaxial tests, direct shear tests and consolidation tests).
f. Prepare a geotechnical report of the geotechnical investigation to
include:
i. Discussion of subsurface conditions and soil properties
indicated by the field and laboratory work and the
implications for design.
ii. Recommend foundation and subgrade modification (if
required to control settlement or expansive soil movements)
for the support of the proposed structures (intake tower and
conduit, pump station building, vaults, etc.) at the PSB and
pump station.
iii. Provide bearing capacity of the soils and suitable bearing
material, etc. applicable for the recommended foundation or
foundation options.
iv. Recommend options for positive cutoff for the foundation.
v. Provide lateral earth pressures.
vi. Provide data including final boring Togs, boring location plan,
piezometer Togs and laboratory test results.
vii. Discuss expected general construction related issues.
viii. Provide earthwork and site preparation recommendations for
use during the development of the plans and specifications.
Design (041017) 8 of 15 D I0. Revised 12/11
6. Feasibility Task - Perform a high level, executive style Feasibility Study
that includes a conceptual review of two additional sites, e.g., the Sprint
sand mining pit and the northern abandoned sand mining pit. This
document will be used by the City in consideration of the potential
beneficial uses the two pit alternatives could yield for the City in their long
term water demand strategy. This will be necessary if it is determined the
existing PSB opportunity is not feasible, e.g., lack of adequate volume
storage or construction cost escalations. Findings from the groundwater
2-D model will be utilized to better understand the effects that groundwater
has on the potential beneficial use sites as well as the PSB. The
feasibility task will consider the following aspects: additional storage
volume. beneficial use during construction (care of water/storage of water
during dewatering), maintenance (including sediment management),
a. Develop up to two conceptual alternatives at each site. One will be
with equivalent amount of storage at each site and the other will
approximate a maximum development storage amount.
b. Develop rough cost estimates for comparative purposes.
c. Develop a qualitative risk matrix that identifies risks and benefits
associated with each site and the various possible development
sizes.
d. Investigate the evaporation potential (total volume) concerning the
additional surface area of the basin reservoir sites.
e. Prepare a technical memorandum describing the analysis,
assumptions and recommendations.
f. Meet with the City to determine path forward for the two additional
sites and how these facilities will interact with the proposed PSB.
7. Silt Loading Analysis - Develop an estimate of annual silt loading of the
intake water to provide a recommendation of storage volume impacted by
silt and anticipated frequency of dredging.
8. Alternatives Analysis - Identify the following alternatives for each project
feature with the necessary exhibits, advantages, disadvantages, and
Design (041017)
9 or 15 D10. Revised 12/11
screening criteria used as a basis to support a recommendation. The
alternatives developed will be briefed to the City for selection of which
alternative to proceed forward in developing a 30% design and associated
costs.
a. Develop up to two alternative configurations for the intake on the
GCWA canal, to include the following:
i. Phasing for future expansion;
ii. Screen and rake alternatives;
iii. Valve, gate and stoplog alternatives for isolation and
maintenance;
iv. Flow metering alternatives; and
v. Electrical and instrumentation needs.
b. Develop up to two alternatives for transmission to the PSB, to
include the following:
i. A pressure pipe and a canal; and
ii. Alternatives for crossing Mustang Bayou with considerations
for constructability, environmental permitting, minimizing silt
deposition, ease of maintenance and future expansion.
c. Develop up to three alternative configurations for the PSB, to
include:
Design (041017)
i. Maximizing storage while meeting future dredging and
operational needs;
ii. Minimizing storage as a relatively low cost alternative; and
iii. Develop a more intermediate storage level based on findings
and approximate estimates of relative costs.
For each alternative, review possible foundation cutoff alternatives
and subsurface drainage alternatives, including the evaluation of
10 0115 D10. Revised 12/11
ongoing dewatering wells. Develop a cost curve relative to storage
quantity with the intention of proposing an optimized storage level
that meets the needed operational goals and constraints.
d. Develop up to two alternative configurations for the pump station
and intake, two locations for the pump station, and potential
concepts to feed the treatment plant directly (bypassing the pre -
sedimentation basin). Alternatives will include a rectangular sump
on the edge of the basin and a platform over the basin. The
preliminary engineering will address:
i. Location on the perimeter of the PSB;
ii. Location of the multiple level intake tower with a possible
bridge to the tower deck;
iii. Means to possibly lengthen flow path, if needed, for water
quality, water circulation benefits, power supply, and land
use
iv. Ease of operations and maintenance; and
v.
Recommendations for electrical and instrumentation
including: determination of power load requirements,
preliminary site layouts, preliminary equipment sizing, heat
Toads, preliminary instrumentation and control strategies,
preliminary on-site SCADA requirements, physical security
requirements and cybersecurity requirements. The power
requirements will be provided for and generally located in
regard to the physical layout of the raw water pump station.
This information will be made available to the Package #2
Consultant.
e. Develop 30% plan and profile sheets for the pressure pipeline
from the pump station to the water treatment plant
Design (041017) 11 of 15 D10. Revised 12/11
f. Develop 30% plan and profile sheets for the access road from the
edge of the water treatment plant site to the PSB. This will include
a new culverted crossing of Mustang Bayou.
9. Coordination — Attend coordination workshop with the water treatment plant
consultant (Package 2) to establish:
a. Preliminary hydraulic profiles needed for the plant;
b. Connection point between the two projects;
c. Provisions to enhance water quality in the PSB;
d. Need for a backwash basin and preliminary sizing criteria; and
e. Power service for the site.
10. Prepare an opinion of probable construction cost (OPCC) for the
recommended alternatives.
11. Prepare a preliminary construction schedule.
12. Prepare a preliminary table of contents for technical specifications
associated with the PSB and submitted to the Owner's Representative for
project integration.
11. Preliminary Engineering Report - Prepare and submit a Preliminary
Engineering Report (PER) consisting of:
a. Executive Style Feasibility Study (see Task 11-6).
b. Data developed; assumptions, analysis, and recommendations;
c. 30% drawings showing the recommended configuration;
d. Final geotechnical data report;
e. Maintenance and operations considerations;
f. Submit draft report to City for review and comment
g. Review, consolidate, and prepare written responses to City's review
committee; and
Design (041017) 12 of 15 D10. Revised 12/11
h. Incorporate comments and submit a revised Final PER report as
the basis of final design.
ADDITIONAL SERVICES
The following services are potentially necessary for Package #1, but is primarily
intended to serve as a contingency should the environmental conditions require
additional services.
1. Environmental Review - Perform additional environmental services (to be
defined) of the site that may include the following:
a. Create base map in GIS using available environmental database
layers. Identify potential PCN triggers, other environmental
permitting issues for verification in the field. Assist environmental
consultants (other packages), if necessary, in the review of
databases to determine if potential habitat for federally -listed
species could be present on the site.
b. Conduct a site visit to make observations along the proposed water
pipeline from the American Canal to the PSB to document existing
conditions. The presence and general locations of waters of the
U.S., including wetlands, and potential habitat for federally -listed
species, will be identified within the proposed project site (wetland
delineation, by others).
c. Review engineering design information and prepare a
memorandum documenting the site visit findings and our opinion as
to whether the project has been designed to meet the terms and
conditions of NWP 12 without requiring the submittal of a PCN.
d. Coordinate with the Package #1 engineering team and
environmental consultants (other packages), if necessary, on the
findings and opinion of site visits and research and provide
recommendations.
Design (041017) 11 of 15 D10. Revised 12/11
PER SUMMARY OF DELIVERABLES
The Preliminary Design Phase of the Pearland SWP Project Package #1 (Pre -
sedimentation Basin and Pump Station) will provide for a 30% level design of the
project. It will include the Preliminary Engineering Report (PER) and 30% level
drawings. The work under this phase will include the following items:
• Develop and finalize design criteria for the pre -sedimentation basin and
pump station
• Develop facility sizing
o Pre -sedimentation basin and appurtenant water conveyance system
(system): The system includes the American Canal diversion structure
(with mechanical screening of the intake), the siphon system beneath
Lateral 10, and the gravity pipeline to the pre -sedimentation basin.
The system will be designed for the 20 MGD finished water capacity
(base Toad operation condition).
o Pump Station: The pump station will be designed to accommodate the
initial 10 MGD finished water capacity demand, but upgradeable for
the future 20 MGD finished water capacity (base load operation
condition).
• Evaluate geotechnical findings associated with 43 borings, groundwater
monitoring efforts, and groundwater hydraulics.
• Perform process hydraulic analyses
• Conduct code analysis
• Develop power Toads and produce electrical one -line diagram
• Develop preliminary specifications table of contents
• Develop preliminary design, including the following:
o Process Instrumentation Diagrams (PIDs) to 90%
o Process Mechanical to 30%
o Site Civil, including site, yard piping, grading, and paving plans, to
40%
o Electrical to 10%
Design (041017) 14 of 15 D10. Revised 12/11
• 30% Level Opinion of Probable Construction Cost
• Preliminary Project Construction Schedule
The aforementioned tasks will be performed in developing the PER to determine
the scope for the SWP Project Package #1 to move into the Final
Design. Appropriate graphics, charts, diagrams, tables, and drawings will
supplement the text to provide a complete working guidance summary document.
Drawings will be included in the report (as an appendix) and provided in 11 x 17
format.
• Draft Feasibility Task: This will include one (1) electronic (.pdf) copy and 6
bound hardcopies.
• Final Feasibility Task: This will include one (1) electronic (.pdf) copy and 6
bound hardcopies).
• Draft PER: This will include one (1) electronic (.pdf) copy and 6 bound
hardcopies.
• Final PER: This will include one (1) electronic (.pdf) copy and 6 bound
hardcopies.
Note: it is assumed that consolidated comments to all deliverables will be
received in one package from the City or its designee and that a comment matrix
will be employed to streamline the process.
Design (041017) 15 of 15 D10. Revised 12/11
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FNI Engineering Fee Summary
Pre -Sedimentation Basin and Pump Station
Basic Ser es/Lump Sum)
I Protect Managpment
II - 1 Des, n Worksho9s
II - 2 Stakeholder Meetings
II - 3 Data Collection
II - 5 Geotechnical AnalXsis and Report
II - 7 Silt Loading Analysis
II - 8 Alternatives Analysis
II - 10 Opinion of Probable Construction Cost
II - 11 Preliminary Engineering Report
Total Basic Services
Additional Services (Hours Not To Exceed)
II -4
II -5
II - 6
II -9
AS
Survey(4nq
Geotechnical Investigations
Feasibility Study
Coordination with WTP Consultant
Environmental Review
Total Additional Services
$ 55,730
$
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$
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$ 6,384
$ 78,656
$ 16,196
$ 370,489
$ 24,423
$ 102,403
$ 677,945
$ 79,143
$ 440,429
$ 23,744
$ 10,504
$ 14,742
$ 568,562
Total Preliminary Design Fee $ 1,246,507
Attachment B — Preliminary Engineering Schedule
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Attachment C — Proposal from C.L. Davis & Company (Survey)
C. L. DAVIS & COMPANY
LAND SURVEYING
1500 Winding Way
Friendswood, Texas 77546
281.482.9490
FAX 281.482.1294 - FIRM NO. 10082000
cldavis��cldaviscomnanv.com
January 30, 2017
REVISED: February 22, 2017
REVISED: March 6, 2017
REVISED: March 28, 2017
Freese and Nichols, Inc.
Ms. Kalli Clark -Egan, P.E.
Water Resources
10497 Town and Country Way, Suite 600
Houston, Texas 77024
Re: City of Pearland Pre -Sedimentation Basin and Pump Station Project
Proposal No.: 2017-011 (R3)
Dear Ms. Clark -Egan:
Our proposal for land surveying services for the above referenced project is as follows:
1. Establish Horizontal Control based on North American Datum 1983 and Vertical
Control based on North American Vertical Datum 1988, 2001 Adjustment
Fee based on the following levels of efforts:
Principal — 8 hours x 225 $1,800.00
R.P.L.S. — 12 hours x 150 $1,800.00
CAD — 8 hours x 110 $880.00
Three-man field crew — 24 hours x 185 54,440.00
Data Collector — 24 hours x 40 5960.00
Clerical — 4 hours x 80 $320.00
Subtotal $10,200.00
2. Up -date Boundary Survey on (3) City of Pearland tracts out of Section 2, Allison
Richey Gulf Coast Home Company Subdivision being previously known as Haddock
Tract
Fee based on: the following levels of efforts:
Principal — 8 hours x 225 $1,800.00
R.P.L.S. — 20 hours x 150 $3,000.00
CAD — 24 hours x 110 $2,640.00
Three-man field crew — 30 hours x 185 55,550.00
Data Collector — 30 hours x 40 $1,200.00
Clerical — 6 hours x 80 5480.00
Subtotal $14,670.00
SurUelpin.9 t6iejreat Stateo f Texasfor (War ZS' ears
2017-011 (R3) CoP - Pre -Sedimentation Basin & Pump Sec Proj.
Proposal No. 2017-011(R3 )
Page 2
3. Establish (1) On -Site Deep Well Bench Mark set by others 56,500.00
4. Topographic and Utility Investigation Survey on portion of Mustang Bayou crossing
Haddock Tract 2 (Approximately 2,700') and portion approximately 700' to the west of
Haddock Tract 2 (Approximately 3,400')
Fee based on the following levels of efforts:
Principal — 2 hours x 225 $450.00
R.P.L.S. — 2 hoursx 150 $300.00
CAD — 20 hoursx 110 52,200.00
Three-man field crew — 24 hours x 185 $4,440.00
Data Collector — 24 hours x 40 $960.00
Clerical — 2 hoursx 80 $160.00
Subtotal $8,510.00
5. Topographic and Bathymetry Survey on existing Sand Pit located on Haddock
Tract 3 being approximately 56 acres (Fee includes establishing approximately 1'
contour soundings on Sand Pit based on taking sounding readings on 100' x 50' grid)
(Bathymetry will be performed by Hydro -Inc.)
Fee based on the following levels of efforts:
Principal — 6 hoursx 225 $1,350.00
R.P.L.S. — 20 hours x 150 $3,000.00
CAD — 30 hoursx 110 $3,300.00
Three-man field crew — 50 hours x 185 $9,250.00
Data Collector — 50 hours x 40 $2,000.00
Clerical — 0 hours x 80 50.00
Subtotal $18,900.00
6. Preparation of Horizontal and Vertical Control Sheets
Fee based on the following levels of efforts:
Principal —6 hours x 225 $1,350.00
R.P.L.S. — 16 hours x 150 52,400.00
CAD — 6 hoursx 110 $660.00
Three-man field crew — 0 hours x 185 $0.00
Data Collector —0 hours x 40 $0.00
Clerical —0 hoursx 80 $0.00
Subtotal 54,410.00
7. Topographic and Utility Investigation Survey on America Canal (Fee based on (3)
cross-sections north and east of existing culverts at 90° bend of canal)
Fee based on the following levels of efforts:
Principal —1 hours x 225 $225.00
R.P.L.S. — 0 hoursx 150 $0.00
CAD — 6 hoursx 110 5660.00
Three-man field crew — 8 hours x 185 51,480.00
Data Collector — 8 hours x 40 $320.00
Clerical — 0 hours x 80 $0.00
Subtotal $2,685.00
Sur/elpi14,9 the Creat State of Texas for v-Ver,ZB ears
2017-011 (R3) CoP - Pre -Sedimentation Basin & Pump Sec. PrQ1.
Proposal No. 2017-011(R3)
Page 3
8. Preparation of Boundary Survey on portion of tract to be known as North Reservoir
(Fee based on establishing perimeter boundary around existing pond only) — DELETED
9. Topographic and Bathymetry Survey on portion of tract to be known as North
Reservoir (The Bathymetry Survey will be performed by Hydro -Inc) - DELETED
10. Preparation of Boundary Survey on tract to be known as Spire Site (Located generally
at southeast corner of County Road 48 and County Road 59) - DELETED
11. Topographic and Utility Investigation Survey on tract to be known as Spire Site and
Prepare TIN File for contours (Fee includes entire site) — DELETED
12. Topographic and Utility Investigation Survey on area between the north side of
Mustang Bayou and the south top bank of American Canal and between the south side
of Mustang Bayou to the south property line of Haddock Tract 2 and ditch extending
down to Mustang Lane
Fee based on the following levels of efforts:
Principal — 2 hours x 225 5450.00
R.P.L.S. — 2 hours x 150 $300.00
CAD—24hours x110 52,640.00
Three-man field crew — 20 hours x 185 $3,700.00
Data Collector — 20 hours x 40 $800.00
Clerical — 3 hours x 80 $240.00
Subtotal 58,130.00
13. Topographic and Utility Investigation Survey on portion of County Road 48 being
located along east line of Haddock Tract 2 (right-of-way to right-of-way) - DELETED
Total Amount of Proposal $74,005.00
Time frame to complete Project will be approximately 120 days from Notice to Proceed.
Any changes or revisions in the scope of the project after authorization to proceed will be billed on an hourly basis as
described below:
• Principal
• Registered Professional Land Surveyor (RPLS)
• Technical/CAD
• Three-man field crew
• Data Collector
• Clerical
$200.00
$150.00
$110.00
$183.00
$40.00
$80.00
All surveying services are under the jurisdiction of the Texas Board of Land Surveying: 7701 North Lamar, Suite 400;
Austin, Texas 78752; phone number: 512-452-9427. Any complaints about surveying services should be sent to the
above address to the attention of Complaints Officer of the Board.
Thank you for the opportunity to submit this proposal and we look forward to working with you.
Sincerely,
C. L. Davis, R.P.L.S.
S�r�e�isa.9 t6iejreat State of Texas for over,ZBears
2017-011 (R3) CoP - Pre -Sedimentation Basin & Pump Sec Proj.
Attachment D — Proposal from Geotest Engineering, Inc. (Drilling and
Laboratory)
1 GEOTEST ENGINEERING, INC.
Geotechnical Engineer & Materials Trsting
5600 Bintlift Drive
Mr. Tony Bosecker, P.E.
Freese and Nichols, Inc.
4055 International Plaza, #200
Forth Worth, Texas 76109
Houston, Texas 77036 Telephone: (713) 266-0588
Fax: (713) 266-2977
Proposal No. 1140402899
April 05, 2017
Reference: Geotechnical Drilling and Laboratory Testing
Pearland Water Treatment Plant — Pre -Sedimentation Basin (PSB) and
Plump Station — Phase I
City of Pearland, Texas
Dear Mr. Bosecker:
As per your request, we are pleased to present the revised cost proposal for drilling and
laboratory testing and preparation of data report for the referenced project.
The scope of this study is based on your e-mail on February 21, 2017, our discussions on
February 21, 2017 and City of Pearland comments and are given below:
• Upon receiving boring location plan; stake the borings in the field with GPS and obtain
underground utilities clearance of boring locations with one call;
• Drill and sample thirty-nine (39) borings to depths ranging from 30 to 100 feet. "I'he
details of boring program are:
• Northern Abandoned Sand Mining Pit = 4 — 100 -foot deep;
■ Abandoned Sprint Sand Mining Pit = 4 — 100 -foot deep;
• PSB site = 22 — 100 -foot deep;
• Pump Station = 2-100 foot deep and 3 — 40 -foot deep;
■ Pipeline and Intake Facilities = 3 — 30 -foot deep and 2 — 40 -foot deep.
The sampling will be continuous in the upper 20 feet and then at 5 -foot intervals,
thereafter. Obtain sampling in 3 -inch Shelby tube in cohesive soils and 2 -inch diameter
split spoon sampler in cohesionless soils and intermediate and non -cohesive soils.
• Obtain water level readings in the boreholes during drilling and upon boring completion;
• Install 7 piezometers (75 -foot depth each) adjacent to selected boring locations around
the perimeter of the PSB. Perform falling head permeability test in the piezometers.
• Suitable portion of each sample at each borehole location will be sealed, labeled and
packaged for transportation to Geotest laboratory.
• After taking water level measurements, backfill the borings (except piezometers) with
the cement bentonite grout and restore the site to pre-existing conditions.
• Perform the laboratory tests of assigned samples per ASTM procedures. The number
and type of tests are given below:
Mr. Tony Bosecker, P.E. Proposal No. 1140402899
Page 2 April 05, 2017
• 200 — Moisture contents;
• 200 — Atterberg limits;
• 40 — Particle size gradation;
• 10 — Particle size gradation with hydrometer;
• 200 — Percent Passing No. 200;
• 20 — Unit dry weight;
• 80 — Unconfined compression tests on soil;
• 10 — UU triaxial tests;
■ 10 — CU triaxial tests;
• 2 — Direct shear tests
■ 6 — Consolidation tests;
• 16 — Specific gravity tests (required for consolidation and CU tests)
We anticipate to start the work within one (1) to two (2) weeks after receiving written
authorization. The field work can be completed in about eight (8) weeks and the laboratory testing
will be complete in about nine (9) weeks after completion of field work. The laboratory data letter
report will be submitted in about twenty-two (22) weeks after receiving the written authorization.
The cost of drilling thirty-nine (39) borings to depths ranging from 30 to 100 feet, installing seven
(7) piezometers — 75 feet each, conduct field permeability tests, perform laboratory testing on
assigned samples, and preparation of a laboratory data report will be a lump sum of $215,331.00.
The cost breakdown is given on Attachment No. 1. This cost includes utilization of marsh buggy
drilling and no clearance for boring access. Please indicate your formal acceptance by issuing
return authorization.
Please call me if you have any questions.
We appreciate the opportunity to propose on this project. If you have any questions,
please call us. Please indicate your formal acceptance by signing one copy of this letter in the
space below and returning one original to us.
Very truly yours,
GEOTEST ENGINEERING, INC.
�.C.
Mohan Ballagere, P.E.
Vice President
MB/ego
Copies Submitted: (1 -PDF)
Enclosures: Attachment No. 1- Cost Breakdown
PC38\Geotechnical\Proposals\40402899R.DOC
ACCEPTED BY:
PRINTED NAME:
TITLE:
DATE:
ATTACHMENT NO. 1
COST BREAKDOWN FOR GEOTECHNICAL DRILLING AND LABORATORY TESTING
Project: Geotechnical Drilling and Laboratory Testing
Pearland SWTP-Pre Sedimentation Basin and Pump Station - Phase I
City of Pearland, Texas
Proposal No. 1140402899
Unit
Quantity Unit Rate Cost
Drilling
Mobilization and Demobilization of Buggy Mounted Drilling Rig 1 LS $340.00 $340.00
Drilling and Contiuous Sampling from 0 to 20 ft 780 ft. $21.00 $16,380.00
Drilling and Intermittent Sampling, from 20 to 50 ft. 1060 ft. $18.00 $19,080.00
Drilling and Intermittent Sampling, from 50 to 100 ft. 1550 ft. $21.00 $32,550.00
Wash Boring 525 ft. $9.00 $4,725.00
Piezometer Installation 525 ft. $16.00 $8,400.00
Manhole Cover for Piezometer 7 ea. $100.00 $700.00
Piezometer Abandonment 525 ft. $14.00 $7,350.00
GPS Rental for Locating Boreholes in the Field 5 Day $85.00 $425.00
ATV Mobilization Sucharge 1 LS $132.00 $132.00
Surcharge for Marsh Buggy 3390 ft. $2 00 $6,780.00
Marking the borings, field Coordination and logging 379 hr $65.00 $24,635.00
Water Level Measurments for Piezometer 20 hr $65.00 $1,300.00
Field Permeability (falling head) In Piezometers 56 hr $65.00 $3,640.00
Vehicle Charge for Marking borings, field coordination and waterlevel
measurements 399 hr $8.00 $3,192.00
$129,629.00
Laboratory Testing
Liquid and Plastic Limit
Moisture Content
Percent Passing No. 200 Sieve
Sieve Analysis through No. 200 sieve
Sieve Analysis with Hydrometer
Unit Dry Weight
Unconfined Compressive Strength- Soil
Unconsolidated Undrained Triaxial Compression
One dimesional Consolidation
Consolidation, Additional Increment
Specific Gravity
Consoildated Undrianed (CU) Triaxial Tests
Direct Shear Tests
Permeability Test
Performing QA/QC and Preparation of Data Report
Project Manager
Project Engineer
Support Personnel
200 ea. $60.00 $12,000.00
200 ea. $9.00 $1,800.00
200 ea. $46.00 $9,200.00
40 ea. $55.00 $2,200.00
10 ea. $110.00 $1,100.00
20 ea. $19.00 $380.00
80 ea. $44.00 $3,520.00
10 ea. $61.00 $610.00
6 ea. $348.00 $2,088.00
24 ea. $50.00 $1,200.00
16 ea. $58.00 $928.00
10 ea. $1,800.00 $18,000.00
2 ea. $1,800.00 $3,600.00
12 ea. $223.00 $2,676.00
Subtotal $59,302.00
44 hr $150.00 $6,600.00
176 hr $105.00 $18,480.00
22 hr $60.00 $1,320.00
Subtotal $26,400.00
Total $215,331.00
PC381GEOTECHNICAUPROPOSALS140402899R-Pcarland WTP_Pre-Sedimentation Basin_dulling&labcost xis\driiling & lab -cost
Attachment D-1 - Proposal from Geotest Engineering, Inc. for Package 2
1 GEOTEST ENGINEERING, INC.
Geotechnical Engineers f Materials Testing
5600 Bintliff Drive
Houston, Texas 77036 Telephone: (713) 266-0588
Fax: (713) 266-2977
Proposal No. 1140402699
April 05, 2017
Mr. Jeffrey D. VanPelt, P.E.
CDM Smith
8140 Walnut Hill Lane, Suite 1000
Dallas, Texas 75237
Reference: Preliminary Field Investigation
Pearland Water Treatment Plant, Package 2
City of Pearland, Texas
Dear Mr. VanPelt:
As per your request, we are pleased to present the revised cost proposal for preliminary field
investigation including drilling and laboratory testing and preparation of lab data report for the
proposed Pearland Water Treatment Plant, Package 2 located west of approximately 3525 County
Road 48 (west of CR 48 and north of Mustang Bayou).
The scope of this study is based on your e-mail on February 20, 2017, our discussions on
February 20, 2017 and City of Pearland comments and are given below:
• Upon receiving boring location plan; stake the borings in the field with GPS and obtain
underground utilities clearance of boring locations with one call;
• Drill and sample four (4) borings to depths ranging from 60 to 75 feet. The details of
boring program are:
• 3 borings to 60 feet (1 of these borings is for DEC);
• 1 boring to 75 feet.
The sampling will be continuous in the upper 20 feet and then at 5 -foot intervals,
thereafter. Obtain sampling in Shelby tube in cohesive soils and split spoon sampler in
cohesionless soils.
• Obtain water level readings in the boreholes during drilling and upon boring completion;
• Drill and install 2 piezometers to a depth of 40 feet (each) including providing all sand,
bentonite pellets, J -plugs, caps, etc.
• Suitable portion of each sample at each borehole location will be sealed, labeled and
packaged for transportation to Geotest laboratory.
• After taking water level measurements, backfill the borings with the cement bentonite
grout and restore the site to pre-existing conditions.
• Perform the laboratory tests of assigned samples per ASTM procedures. The number
and type of tests are given below:
• 34 — Moisture contents;
• 17 — Atterberg limits;
• 13 — Percent Passing No. 200 sieve
• 4 — Grain size analysis;
Mr. Jeffrey D. VanPelt, P.E. Proposal No. 1140402699
Page 2 April 05, 2017
• 12 — Unconfined compression strength;
• 5 — Unconsolidated undrained triaxial compression;
The laboratory data letter report will be submitted in about seven (7) weeks after receiving
the written authorization. The cost of drilling four (4) borings to depths ranging from 60 to 100 feet,
installing 2 piezometers, perform laboratory testing on assigned samples, and preparation of a
laboratory data report will be a lump sum of $21,158.00. The cost breakdown is given on
Attachment No. 1. This cost includes utilization of marsh buggy drilling and no clearance for
boring access. Please indicate your formal acceptance by issuing return authorization.
Please call me if you have any questions.
We appreciate the opportunity to propose on this project. If you have any questions,
please call us. Please indicate your formal acceptance by signing one copy of this letter in the
space below and returning one original to us.
Very truly yours,
GEOTEST ENGINEERING, INC.
1?2,' c .
Mohan Ballagere, P.E.
Vice President
MB/ego
Copies Submitted: (1 -PDF)
Enclosures: Attachment No. 1 - Cost Breakdown
PC38\Geotechnic al\Proposals\40402699R.DOC
ACCEPTED BY:
PRINTED NAME:
TITLE:
DATE:
ATTACHMENT NO. 1
COST BREAKDOWN FOR PREMIMNARY FIELD INVESTIGATION
Project: Preliminary Field Investigation
Pearland Water Treatment Plant, Package 2
City of Pearland, Texas
Proposal No. 1140402699
Unit
Quantity Unit Rate Cost
Drilling
Mobilization and Demobilization of Buggy Mounted Drilling Rig 1 LS $340.00 $340.00
Drilling and Contiuous Sampling from 0 to 20 ft 80 ft. $21.00 $1,680.00
Drilling and Intermittent Sampling, from 20 to 50 ft120 ft. $18.00 $2,160.00
Drilling and Intermittent Sampling, from 50 to 100 ft. 55 ft. $21.00 $1,155.00
Wash Boring 80 ft. $9.00 $720.00
Piezometer Installation 80 ft. $16.00 $1,280.00
Manhole Cover for Piezometer 2 ea. $100.00 $200.00
Piezometer Abandonment 80 ft. $14.00 $1,120.00
GPS Rental for Locating Boreholes in the Field 2 Day $85.00 $170.00
ATV Mobilization Sucharge 1 LS $132.00 $132.00
Surcharge for Marsh Buggy 255 ft. $2.00 $510.00
Marking the borings, field Coordination and logging 54 hr $65.00 $3,510.00
Water Level Measurments for Piezometer 20 hr $65.00 $1,300.00
Vehicle Charge for Marking borings and field coordination 74 hr $8.00 $592.00
$14,869.00
Laboratory Testing
Liquid and Plastic Limit 17 ea. $60.00 $t020.00
Moisture Content 34 ea. $9.00 $306.00
Percent Passing No. 200 Sieve 13 ea. $46.00 $598.00
Sieve Analysis through No. 200 sieve 4 ea. $55.00 $220.00
Unconfined Compressive Strength- Soil 12 ea. $44.00 $528.00
Unconsolidated Undrained Triaxial Compression 5 ea. $61.00 $305.00
Subtotal $2,977.00
Performing QA/QC and Preparation of Data Report
Project Manager 4 hr $150.00 S600.00
Project Engineer 24 hr $103.00 $2,472.00
Support Personnel 4 hr $60.00 $240.00
Subtotal $3,312.00
Total 521,158.00
PC3g\GEOTECHNICAUPROPOSA1S140402699R-Penland WTP_Prclmtanuy Field InvestigationxlUtilling & lab -cost
Attachment E — Proposal for Griffin Dewatering, LLC (Pump Tests)
February 21, 2017
Freese & Nichols, Inc.
4055 International Plaza, Suite 200
Fort Worth, TX 76109
GRIFFIN
Griffin dewatering, L.L.C.
5306 Clinton drive
Houston, TX 77020
Phone: 713-676-8000
Fax: 713-676-8080
Cell: 713-539-5282
harrytlg ariffindewaterr
Attention: Mr. Marc Miller Pumping Test Proposal GDHB022117-C-0022
Reference: Pre -Sedimentation Basin & Pump Station, Phase I
Pearland, TX
Dear Mr. Miller:
Griffin Dewatering, LLC (Griffin) is pleased to submit this proposal to install a new well and 4 piezometers and perform
pumping test services for above referenced project. This proposal is based on the information available to Griffin and
addresses the work we will perform, the assistance we will need, and our price for the work. Please also find our additional
terms and conditions attached to this proposal
SCOPE of WORK
This proposal addresses the procedure for providing field technical support in conducting a pumping test at above referenced
project. Griffin will provide the personel and equipment to implement field data collection activities during the pumping test.
Griffin will analyze the results of the pumping test to estimate soil hydraulic prameters in order to evaluate and recommend
the required dewatering system.
TASK DESCRIPTION
Drilling: A total of one pumping well and 4 piezometers will be used in conducting the pumping test. One 6" diameter well
will be installed at proposed location to be determined in the field. An 18" to 24" diameter borehole will be advanced by the
drilling method to an approximate depth of t70 feet below existing grade. Upon reaching the final well depth, the borehole
will be flushed with clear water. Well materials (40' PVC 0.032 Slot Screen; 30' PVC Riser Pipe) will be centered within the
bore hole. A select filter sand will be placed within the annular space between the well screen and borehole wall to a point
approximately 25' above screen. The remaining open annular space will be filled with clay soil cuttings. Upon completion of
the well installation, the well will be developed. The well will be developed until discharge is clear, and free from any
sand/silt particles.
Four (4), 2" PVC diameter piezometers will be installed using a drilling method within a 4" to 6" diameter borehole at
proposed locations to be determined in the field. The bore holes for the piezometers will be installed to an approximate depth
of 70 feet below existing grade. Upon reaching the final depth, the borehole will be flushed with clear water. Piezometer
materials will be centered within the bore holes and filter sand will be placed within the annular space between the
piezometer screen and bore hole wall to a point approximately 2 feet below ground followed by placing a two -foot bentonite
seal. Upon completion of the piezometer installation, the piezometers will be developed. The piezometers will be developed
until discharge is clear, and free from any sand/silt particles. Also a piezometer will be installed at the pumping well within
the gravel pack for taking water level readings.
Continous water level measurement: An electric submersible pump will be placed at the bottom of the pumping well and is
powered using a generator. Transducers will be used to continously collect water level at each piezometer and pumping well
during the pumping test (every miniute until end of the test). A full scale pumping test will be conducted for a period 2 days
Page 1 of 5 Initials
(24 hours per day). Once steady state has been achieved (or change in groundwater elevation is negligible), the pumping well
be turned off, and Griffin will continue to monitor the piezometers for recharge data. Recharge will be monitored until the
groundwater has returned to its original elevation or for a maximum of 24 hours.
Assuming unencumbered access, a reasonable water supply, reasonable drilling production and no standby, we estimate 1
day for mobilization, 5 days for set up and installation, 2 days to collect drawdown data, 1 day to collect recharge data, and
up to 5 business days to analyze the data and prepare a report to present the results.
PROPOSED SERVICES & PRICING
Griffin will furnish labor, materials, tools, equipment, and supervision, except as specifically excluded below, to
mobilize and conduct one pumping test as described above as follow:
Item
No.
1
2
Item Estimated Unit Unit Price Total (S)
Quantity (S)
Mobilization /Demobilization for installing well and 1 LS 12,625.00 12,625.00
iiezometers
nstall Pumping Well 1 EA 18,250.00 18,250.00
3 Install Piezometers
4 Develop Pumpinf Well & Piezometers
5 Provide submersible pump, generator, flowmeter,
hoses, piping, valves, cables, transducers, and all
other equipment and crews required for conducting
theumpire test
6 Perform full scale pumping test in well (24 hours per
day) min 2 days, including monitoring the well flow
and water levels in all piezometers during the test and
during recovery ler the test
7 1Antithe pumping test data
1 TO
4 EA 5,200.00 20,800.00
5 HRS 1 750.00 3,750.00
1 LS 16,100.00 16,100.00
3 DAY
3,200.00
9,600.00
1 LS 7,750.00 1 7,750.00
88,875.00
CONTRACTOR OBLIGATIONS
The General Contractor should anticipate and furnish the following items, which will be necessary for the successful
production of Griffin's work:
1. Access via truck mounted equipment.
2. All scheduling shall be by mutual agreement.
3. Removal of concrete, unusual or unnatural underground and/or surface obstructions.
4. Marking and any necessary relocation or protection of all onsite and surrounding utilities and service lines, above and
beneath the ground.
5. Provide for any surveying, staking or locating that may be required for the installation of the dewatering system.
6. Adequate supply of water for drilling, including water meter, with easy access to the work area, to include water truck
if necessary.
7. Provide all required: permitting, monitoring, sampling, testing, containment, treatment, and disposal of discharge
water, including when necessary, cleanup (settling and/or turbidity curtains, etc.) and set the discharge so as to not
recharge the dewatered areas.
8. Provide containment, treatment, and disposal of all drill cuttings, excavation spoil, and spent drilling and jetting fluids
and all other fluids which are the byproduct of the work.
9. Provide a level surface for any drilling operations.
Page 2 of 5 Initials
Griffin assumes no responsibility to satisfy any specific contract specification, unless so stated in this proposal, and will only
assume the obligation to supply the equipment and perform the work stated herein. No liabilities, warranties, or guarantees,
beyond those stated herein, are assumed by Griffin. If the services of a Registered Engineer or any other professional service
is requested of Griffin and are stated herein, then Griffin will be released of all professional responsibility/liability once the
service is accepted and approved by the Purchaser or any of its affiliates (Engineers, Architects or other professionals). Once
Griffin mobilizes to the project it is mutually understood that the services have been accepted/approved by the Purchaser. If
the service is not stated herein then it is excluded from this proposal and shall be the responsibility of others, if required.
Griffin will perform the agreed upon dewatering services in a timely and workmanlike manner. Griffin intends to perform its
installation work in a continual and uninterrupted manner.
This offer is subject to the inclusion of Griffin's Standard Terms and Conditions as provided on the attached sheets. Such
terms and conditions will control where there is any inconsistency between the terms of this proposal and any subsequent
agreement.
Griffin appreciates the opportunity to present this proposal and looks forward to working with you on this project. Please call
us at (713) 671-7026, if you have any questions.
Sincerely,
Harry Bagherzadeh, PE, Ph.D.
Sr. Project Manager
The signed acceptance of this proposal, including its attached terms and conditions, acknowledges that this will be the sole
and complete agreement between the parties for this project. No other subcontract, purchase order, or other document will be
required to be signed or accepted by Griffin.
Accepted this day of , 2017 by:
Title: , Company:
Rev. 2.21.12 Dewatering
GRIFFIN DEWATERING CORPORATION and AFFILIATED COMPANIES
STANDARD DEWATERING TERMS AND CONDITIONS
This agreement, and any offer by any Griffin Company (Griffin) are subject to the following terms and conditions. The parties to this
agreement intend for and agree that the terms and conditions herein stated shall govern the agreement between the parties, unless expressly
waived, or otherwise amended or modified by Griffin in writing. No changes, modifications, or amendments to any of these terms and
conditions shall be valid unless expressly agreed to in writing by Griffin. Furthermore, should this agreement include other documents,
including but not limited to subcontract agreements, prime contracts, bid documents, specification, drawings, geotechnical reports, general
conditions, and/or special conditions ("other documents"), the parties agree the terms and conditions set forth herein are controlling where
discrepancies, ambiguities or competing terms and conditions are found in other documents.
Prior to the commencement of work by Griffin and throughout the performance of Griffin's work, the Purchaser shall solely be responsible for
the following items and their associated costs and they are excluded from any work to be provided by Griffin.
1. Construction and maintenance of berms, dikes, ditches, equipment pads, excavations, backfill, all excavation shoring, ramps,
sumps, trenches, well sites, and all other reasonable and necessary site preparation and protection of work site from caving or
collapsing. Provide any required mats, plates, cutting, coring, sleeving, and bracing/support of Griffin equipment.
2. Construction and maintenance of access roads capable of accommodating two -wheel drive construction and support vehicles under
their own power to all work sites, and providing a clear area, horizontally and vertically, for Griffin's work.
3 Construction, assembly, and maintenance of all necessary catwalks, ladders, and scaffolding, bracing, cribbing, lighting, and other
equipment support necessary for performing the work, including guardrails and all other safety equipment and accessories.
4. Performance of a site survey, which physically indicates by survey stakes the location of all well sites and other equipment and
materials to be installed in accordance with this agreement.
5. Removal of unusual or unnatural underground and surface obstructions, including concrete.
6. Marking and any necessary relocation or protection of all on-site and surrounding utilities and service lines, above and beneath the
ground. Griffin will obtain all govemmental required utility notification/identification reports from the local "utility locating service".
However, Purchaser shall provide final verification that all potential underground facilities, of any kind, have been identified and that
the location provided by Purchaser for Griffin's work will not conflict with any such facilities. Purchaser shall do so by having an
Page 3 of 5 Irntials
authorized individual sign Griffin's "Underground Locator Authorization" form immediately prior to the start of Griffin's underground
work.
7. Preparation of suitable secure areas for equipment and material storage, field buildings, office trailers, and tool sheds. including
adequate work and security lighting.
8. Provide and maintain as current all permits, licenses, approvals, fees, and authorizations required for the completion of Griffin's
work, including but not limited to discharge, drilling, and abandonment permits.
9. Provide adequate protection of Griffin equipment from freezing and flooding conditions.
10. Provide jobsite: security; required pedestrian and traffic control; protection of equipment.
11. Provide access to adequate: sanitation facilities, communications facilities, and access to adequate emergency services, which will
satisfy all governmental requirements.
12. Provide adequate control of water resulting from or accumulating as perched or trapped water, overtopping water, runoff, seepage,
surface water, interface water, and water in any other form, or from a source, not collected by the equipment, or plan, as stated or
shown herein.
13. Provide adequate treatment and control of erosion and sedimentation caused by discharge water or other runoff.
14. Provide required: monitoring; sampling; testing; containment; treatment; and disposal of discharge water, including containment and
cleanup (settling and/or turbidity curtains, etc.). Set the discharge so as to not recharge the dewatered areas.
15. Provide protection of adjacent property from, and containment, treatment, and disposal of: all drilling cuttings, excavation spoil, and
spent drilling and jetting fluids and all other fluids which are the byproduct of the work,
16 Provide: access to areas and facilities on-site for the cleaning and decontamination of Griffin equipment or personnel; all
street/sidewalk/structural cleaning all clean up and decontamination of Griffin equipment at time of removal.
17. Payment of all expenses resulting from loss or damage to Griffin's equipment not caused by Griffin, including the costs of
replacement removal, return, and repair.
18 Provide all necessary: access/egress, level right-of-way and work areas; pads and/or benches to facilitate the installation to the
dewatering equipment, including a minimum of 5 feet of reverse head for the drilling of wells; removal of surface water, ice, and
snow.
19. Provide adequate and readily accessible water source within 1001f of the work locations, including water meter and/or backflow
preventer if required, and/or sufficient water truck support, so as not to impede work progress.
20. Provide suitable electrical power and stand-by power adequate for the equipment described in the proposal.
21. Provide: all operation and maintenance (including start-up and testing) of all installed Griffin supplied dewatering equipment: all
manpower, fuel, electricity, lubricants, fuel tanks. secondary containment, standby power, settlement tanks, system monitoring, and
system modifications and/or changes.
22. Provide a suitable excavator, front-end loader, and/or crane, if required, which are manned, fueled, and maintained for Griffin's use
during all unloading, installations, repairs, modifications, removals, and loading.
23. Provide removal, cleaning, and return of Griffins equipment upon completion of usage, including the removal/treatment/disposal of
any solids/liquids from any primary or secondary containment vessels and any tanks. If Griffin has agreed to perform these
activities, then Purchaser shall provide on-site all necessary facilities/materials, including any disposal, to accomplish these
activities.
24. Provide for restoration of the work site upon project completion, including the abandonment of wells, wellpoints, piezometers,
monitoring wells, or other holes, and any remedial or restoration repairs / patching / grouting to concrete, asphalt, or other surfaces.
25. Provide all required sound barriers, walls, or other visual and sound isolation/noise abatement measures.
26. Provide all "as -built" drawings, surveys, and/or elevations.
27. Provide any required review/signature/stamp of a Professional Engineer or other, unless specifically offered by Griffin herein. If
Griffin is to provide such, then it is only as proposed herein; any additional work required by such individuals will be at additional
cost to Purchaser.
28. Provide personnel, equipment and materials for any required dust control and access maintenance resulting from any activities of
Griffin or its subcontractors/suppliers.
Rev. 2 21.12 Dewatering
The following are the General Supplemental Provisions of this contract:
A. The scope of work and/or equipment to be provided by Griffin shall be solely as defined in this agreement or offer. The scope of
work shall not include, or be defined by any other documents, clauses or specifications unless specifically set forth in this agreement
or offer.
B. Griffin intends to perform its work in a continual and uninterrupted manner, on 40 hours per week/8 hours per day basis. The
purchaser shall be responsible for all reasonable costs and additional charges associated with any delays in Griffins work to the
extent Griffin has not caused the delays. The purchaser shall grant reasonable additional time to complete the work delayed by no
fault of Griffin. Griffin assumes no responsibility to provide any submittals, plans, schematics or other documents, or for the time of
their delivery/re-submittal, unless so stated herein. Any costs associated with any Purchaser requested schedule/work
acceleration/deceleration by Griffin will be paid for by Purchaser.
C. All scheduling of work under this contract shall be by mutual agreement prior to the commencement of the work. All work stoppage
or interruption, which is not due to action or inaction of Griffin, but occurring during time that Griffin is mobilized for the project shall
be charged at the hourly rental rates of the equipment and service rates of the personnel, as stated herein or as mutually agreed to
if not stated . Sufficient additional time shall be allowed to complete the work due to such interruptions. Griffin shall only provide a
maximum of 2 regular time work hours to train Purchaser personnel in operation/maintenance of Griffin equipment.
D. Griffin shall not accept, or be bound by, any liquidated, indirect, and /or consequential damage provisions of any contract or
specification (excepting a mutual waiver of consequential damages). No sums due to Griffin Dewatering Corporation under this
agreement, or any subsequent offer or previous agreement, will be subject to setoff or back charge without Griffin's prior approval in
writing.
E. Griffin shall provide at its own expense and maintain during the term of the contract its standard liability and workers compensation
insurance coverage. A Certificate of Insurance will be furnished upon request. This Certificate of Insurance, even if it lists other
parties as named insured, shall not expand Griffin's duty to indemnify or insure beyond those duties specifically stated herein.
Page 4 of 5 Initials
Griffin shall be reimbursed for the costs of any additional coverage requested in excess of its existing policy. Any other risk of loss
or liability is the responsibility of Purchaser including but not limited to loss or damage to any work, unless that loss is a direct result
of a Gnffin act. Griffin Dewatering Corporation shall not be liable for or required to provide any bond, or costs thereof, unless it
specifically agrees in writing to provide a bond, prior to commencement of its work. No residential construction insurance coverage
is offered or will be provided by Griffin. Contractor/Owner shall indemnify and hold harmless Griffin from any and all alleged or
actual claims and/or damages relating in any way to residential construction and the work or services performed by Griffin.
F. Purchaser [contractor with whom Griffin is contracting] shall indemnify and hold harmless Griffin, its parents, subsidiaries, affiliates,
agents, officers and employees from any and all claims, demands, causes of action, damages, costs, expenses, actual attorneys'
fees, losses or liabilities, in law or in equity, of every kind and nature whatsoever ("Claims") arising out of or in connection with
Griffin's work performed and/or contemplated under this agreement, for, but not limited to bodily injury, sickness, disease or death,
and damage to property of another, including by not limited to the loss of use resulting there from, and any claims of subsidence
and/or settlement, the presence of any contaminated, hazardous, or toxic matter located on or near the project site, or damage to
water wells caused or alleged to be caused in whole or in part by any act or omission of Griffin or anyone directly or indirectly
employed by Griffin or anyone for whose acts Griffin may be liable regardless of whether such bodily injury, sickness, disease, death
or damage to property is caused by a party indemnified hereunder. Purchaser further agrees to assume all costs associated with
the handling and disposal of any contaminated, hazardous, or toxic matter encountered during the course of the project.
In addition, Purchaser agrees to indemnify and hold Griffin harmless regardless of any active and/or passive act or omission of
Griffin, its parents, subsidiaries, affiliates, agents, officers employees. Purchaser, however, shall not be obligated under this
agreement to indemnify Griffin for Claims arising from the sole negligence or willful misconduct of Griffin.
Purchaser agrees to defend all Claims that may be brought or instituted by third persons for bodily injury, sickness, disease, death
or damage to property of another against Griffin or its parents, subsidiaries, affiliates, agents, officers or employees or any of them
at Purchaser's own cost, expense and risk.
In the event of litigation between the parties to this agreement to enforce the rights under this section, reasonable attomeys' fees
and costs shall be awarded to the prevailing party.
This provision controls, and is intended by the parties to this agreement to supersede any other indemnity/hold harmless or
additional insured provisions that may be included in any other document, which may be a part of this agreement.
G. All notices to Griffin are not effective until they are received at the Griffin office that originated this contract.
H. For any disputes arising in connection with this subcontract, Purchaser expressly waives all objections to personal jurisdiction and
venue and consents to the state of the Griffin office that originated this contract.
This contract and the pricing contained herein are based on site conditions and borings provided by the purchaser. Griffin has made
no independent verification of those conditions. It is acknowledged by Purchaser that, if conditions are materially different than
those presented to Griffin prior to this contract, Griffin shall submit a request for modifications of this contract, and approval by
purchaser shall not be unreasonably withheld. All drilled and/or jetted holes or excavations shall be to the depth stated in the Scope
of Work or terminated due to refusal, whichever comes first and as determined by Griffin.
J. No warranty is provided either express or implied except as stated in this contract.
K. Terms are net 30 days, unless stated otherwise on invoices. Purchaser agrees to pay interest for past due amounts, which shall be
charged at the rates, disclosed in the contract or no more than the maximum rate allowed by law. Purchaser shall reimburse Griffin
for all reasonable attorney's fees and witness fees associated with any action necessary to obtain payment of sums due Griffin to
the extent such actions are successful in obtaining payment. No retainage shall be withheld from any payments due Griffin unless
authorized by Griffin in writing. Rental payment commences upon shipment of materials and will cease upon the return of all
equipment to the designated Griffin yard freight prepaid.
L. Purchaser specifically agrees that if any invoice from Griffin on any project remains unpaid without special arrangements with Griffin
agreed to in writing, for 30 days after mailing by Griffin, that Griffin may cease any and all work on this project and remove any and
all equipment from this jobsite at the cost of the Purchaser. Purchaser in this event hereby waives any and all claims that it may
have against Griffin and agrees to indemnify Griffin and hold it harmless from all claims raised by any party due to Griffin's exercise
of its rights under this paragraph.
M. All Griffin requirements for Purchaser supplied materials, manpower, electric/fuel, equipment, services, etc. are estimates only, and
Griffin is not responsible if quantities needed exceed those estimates.
N. All proposed pricing will be honored by Griffin for only 30 days, unless stated otherwise herein, from the date offered, unless an
agreement is mutually signed within the 30 days.
O. Unless otherwise stated herein, all work will be performed under maximum PPE Level D; no exposure to, or handling of, any
contaminated, toxic, or controlled substances has been included: and any site specific health and safety plans, and their
implementation (monitoring, reporting, PPE materials, decontamination/cleanup, disposal, etc), shall be by others. Purchaser shall
provide and pay for any special or site specific training (environmental or otherwise) required for work on the project.
P. It is the responsibility of the Purchaser to determine whether federal, state, or local prevailing wage requirements apply and to notify
Griffin if prevailing wages apply. If it is later determined that prevailing wages apply, and Griffin was not previously notified by
Purchaser, Purchaser agrees to pay the prevailing wage from that point forward, as well as a retroactive payment adjustment to
bring previously paid amounts in line with prevailing wages.
Page 5 of5 Initials
Attachment F — Proposal for Shrader Engineering (Electrical)
Exhibit A Rev 7 Shrader Engineering, Inc.
City of Pearland; Raw Water Pump Station April 6, 2017
Exhibit A
Shrader Engineering Scope of Work and Scope of Services
I. OVERVIEW.
A. The City of Pearland desires to construct a Surface Water Treatment facility. For design
purposes, the project was split into three (3) packages- 1) the Raw Water Intake Facility, 2) the
Surface Water Treatment Plant, and 3) the High Service Pump Station. Shrader Engineering
(SEI) proposed as an electrical and controls sub -consultant to Freese & Nichols, Inc. (FNI) for
the Raw Water Intake Facility. FNI was selected by the City to develop a scope and fee for
engineering services for the Raw Water Intake Facility.
B. It is understood that the nature of this project will require close coordination with adjacent
contracts to ensure success of the overall facility.
C. At this time, the City desires to only authorize preliminary engineering services only. This scope
therefore reflects only preliminary engineering activities, and another scope proposal will be
submitted for final design services.
II. PROJECT
The Consultant shall design, prepare construction contract drawings and specifications, and
perform other services as described herein for the installation of the new Raw Water Intake
Facility for the City of Pearland. The scope of work for the project is further described in Section
IV below.
III. SCHEDULE
The project schedule includes the following key milestones.
April 2017 Consultant purchase order issued and notice -to -proceed
April 2017 Consultant contract begin date- start work on feasibility
studies
June 2017 Complete feasibility study phase and submit all appropriate
reports and documentation via FNI
July 2017 Begin Preliminary Engineering Report
November 2017 Submit Shrader portion to FNI for incorporation into final
Preliminary Engineering Report (PER).
IV. SCOPE OF WORK.
The work that is the object of the services described in this document consists of the following,
within the boundaries of the Package 1 site. Services related to work described herein are included
Exhibit A Rev 7 Shrader Engineering, Inc.
City of Pearland; Raw Water Pump Station April 6, 2017
in Basic Services unless specified as being included in allowances for Special or Additional
Services.
A. Site Electrical Power and Lighting. Design of site electrical components, including (but not
limited to) incoming utility route(s), underground ductbanks, site lighting, and secondary
distribution between facilities on the site (electric service will be to Package 2, feeder circuit(s)
to be routed to this Package). Coordinate site lighting with Civil Engineer and Architect (where
applicable) for final fixture selections and locations. Coordinate all underground utilities (mainly
ductbanks) with Civil to resolve any conflicts on site.
B. Pump Station Electrical Power Distribution. Design of main power systems for the pump station,
including electrical service equipment, distribution switchgear, ATS, motor starters (type to be
determined), and all major power distribution systems.
C. Pump Station Instrumentation and Controls. Design of instrumentation and controls system to
fully operate the system, including monitoring of system parameters for controls and pump data
for protection of the pumps.
D. Pump Station SCADA. Design of SCADA system architecture, and establish baseline of control
logic and human machine interface (HMI) requirements. Includes assessment of Cybersecurity
requirements and recommendations on network configuration. SCADA system will be designed
to monitor all equipment data available- including pump components and pertinent site and
building information. We have assumed that hardware will be designed and installed by this
project after coordination with SCADA Consultant, who will develop and install all software
programming.
E. General Building Electrical Power and Lighting. Design of general building electrical
components (the E component of traditional MEP services for the buildings). Includes
preparation of drawings, specifications, and other pertinent documentation as required to detail
all building electrical and lighting systems. Coordinate with Architect for final fixture selection
and location and incorporate into the final design.
F. Telecommunications. Design of telecommunications system for the site- including coordination
of both off-site and on-site telecommunications connection. Off-site City fiber will require
provisions for termination into the site, as well as telecommunications utility connection to the
site. Includes layout of network equipment and planning for network space requirements.
Coordination of these requirements with adjacent contracts to develop most cost effective and
technically sound (and secure) solution for implementation.
G. Physical Security. Design of physical security systems, including video surveillance, perimeter
protection, alarm and access controls.
V. SCOPE OF BASIC SERVICES.
For purposes of this proposal, our services are limited to preliminary engineering only. The services
that will be performed by the Consultant as part of preliminary engineering, relative to the Scope of
Work described above, consist of the following. We expect the preliminary engineering schedule to
be complete in approximately December 2017. Should this schedule be delayed over a year by no
fault of Shrader, additional efforts may be incurred and will be negotiated accordingly.
Exhibit A Rev 7 Shrader Engineering, Inc.
City of Pearland; Raw Water Pump Station April 6, 2017
A. Conduct Preliminary Engineering Phase.
1. Data Collection and Review.
a. Research available City of Pearland records on past projects and projects in progress.
Become familiar with past projects and current projects through examination of any
available records.
b. Perform site visits as necessary to familiarize design team with all existing site features.
2. Determine power load requirements
a. Determine power loads based upon the pump selection and power loads for other
equipment and facilities. It is expected that FNI will provide preliminary horsepowers for
all pumps to be installed such that a preliminary load analysis may be developed for
delivery to the Package 2 consultant.
b. Evaluate power systems options, including starter types (across the line, soft starter,
variable frequency drives). Evaluate/compare to adjacent consultant methodology on
parallel transformers and Main -Tie -Main for reliability/redundancy. Evaluate Automatic
Transfer Switch options for back-up power. Develop schematic one -line diagrams for
alternate configurations. Consider phasing of equipment. The evaluation will look at
equipment capital costs, performance, maintenance costs, availability, reliability, and
owner preference. Additionally, impact of adjacent projects on service configuration will
need to be coordinated and reviewed to ensure service requirements are consistent and
incorporate a cost effective and reliable solution.
c. Shrader understands that power will be derived from the Package 2 site, and will
therefore coordinate power requirements with the electrical consultant for Package 2.
3. Determine preliminary site layouts
a. Develop a schematic layout of major equipment based on input from FNI.
b. Develop alternate pump, electrical and control room layouts.
4. Determine preliminary Instrumentation and Control strategies
a. Determine Facility Instrumentation and Controls requirements.
5. Determine Physical Security requirements
a. Determine physical security requirements (joint effort with others).
6. Preliminary Engineering Report
a. Participate in a workshop with Owner and others to discuss site layout and other issues.
b. Identify and document all permitting requirements, codes, design standards, Owner
preferences, and other final design criteria.
Exhibit A Rev 7 Shrader Engineering, Inc.
City of Pearland; Raw Water Pump Station April 6, 2017
c. Prepare a Preliminary Engineering Report containing schematic layouts and conceptual
design criteria with appropriate exhibits to indicate the considerations involved and
setting forth the findings and recommendations with OPCC for the Project for items
covered under our scope. Preliminary Engineering Report will summarize and
incorporate results for all items investigated (as listed above), including any issued
technical memos and incorporation of Owner input. FNI will compile all data issued into
the final deliverable to the City.
d. Participate in a workshop with Owner to receive comments on draft PER.
e. Finalize the PER, based upon Owner's comments.
B. Overall Management of Project- Shrader Activities
1. Manage the performance of all SEI activities for the project.
2. Attend meetings with the City and other project consultants as required.
3. Participate in monthly project progress meetings.
4. Approve deliverables and supervise the preparation and submission of project documents.
5. Implement and audit Quality Control and Quality Assurance (QC/QA) Program.
a. Review and adopt the project QC/QA program as determined by FNI.
b. Develop provisions for providing access to QC and internal QA documents for audit by
FNI or City of Pearland.
c. Conduct and document QC/QA activities in accordance with the approved plan.
VI. SCOPE OF ADDITIONAL SERVICES.
No additional services are currently identified to be performed by SEI at the time of this proposal.
VII. SCOPE OF SPECIAL SERVICES.
No special services are currently identified to be performed by SEI at the time of this proposal.
B&W (sheet)
! City of Pearland 1 p;oioct Fee Summary
1 Water Treatment Plant- Raw Water Intake Pump Station(las/(
4/6/2017 'n>� t t Add
Detailed Cost Breakdown Rev 7 t/6!a�✓roiect _ _ ..
Basic Services
Phase Task
Employee
Project Role
Hourl 8111 Rate
Chef st.saar
Ere eaery
Jaw eunMon
VIA.T
ProUot vrecbi
project Menage,
Proloci Engine e
Design Engineer 11
$240.00
$240.00
5225.00
5150 00
Traci Dennis
Ks
DesO^v
AdmKa.ese
AsaaW.
$162.00
$100 00
10
Basic Services
A. Preliminary Deakin Phase
Data Collection and Review
Total Hours
Total Labor Total Expense Total Sub Effort
Effort Effort
Total Effort
19 _$ 3,5811CS
a. Record research (past & current projects)
b. Site visits
2
Determine power bac requ rements
1
1
6
4
4
16
4
4
28
10
9
54 ,S 9,888 $
a. Develop preliminary plant electrical load
3
4
8
16
b. Evaluate power system options (starters. gear, ATS. and
Ping)
Determine preliminary pump station layouts
a Develop schematic layout of major equipment
2
8
12
5
12
12 28
3
8
4
16
4
5
6
b Develop alternate pump. electrical, and control room
layouts
Teter g
)el M1e jtS( 115 ii Slrs }Tec uiements
ar€fi 1 t)esign Ft rt
2
4
8
12
0
3
20
12
16
30
16
12
30
0
0
16
0
22
32
22
57 S 10,236 5
31
26
31 $ 5,82(f: $
31
31 $ 6.120 $
31
118 $ 20.842 $
a. Participate In wrxkshop to discuss site layout and other
Issues
b. Identify applicable Codes, permitting requirements, design
standards, Owner preferences, and other final design
criteria
4
1
2
8
4
e. Prepare applicable sections of the Preliminary Design
Report (final compiled by FNI)
f Participate in workshop for comments on PDR
8
16
20
16
16
1
g Incorporate comments and finalize PDR
B.
Overall Management of Project- Shrader Activities
QA/QC
a. Perform and incorporate QA/QC process on all
deliverables
6
6
2
5
14
76
5
18
18 S 3,494 $
2
2
4
2
2
Total Ej c Sae1 LlBd1 E'Ror $ 6 tad S
Exhibit B- Detailed Cost Breakdown
41
9,840
96 110
$ 21.600 $ 16.500
50 25
S 8.100 S 2,500
18
0
328
250 $ 3.830
S 9.888
$ 10,236
$ 5,820
$ 6.120
]
15U $ 20,992
59,980 I 400 S
$ 3,4941
60,380
SEI Project # 4617-FNI
February 21, 2017 Shrader Engineering, Inc.
Phase
1.0
Task
Expenses Mileage
Basic Services
Drj�e 1prd Phase
DataColln a d
Review
Preliminary Design Report
25
Total Basic Services Items 250
Total Basic Services Expenses Effort
2511
Reproduction
I
I Delivery/
Courier
Employee
Project Role
Hourly Bill Ratel
Total Exp
Effort
Enc Baner
Project Monger
$240.00
Jason Burleson
Project Engineer 11
$25.00
VL&T
Design Engineer 11
$150 00
Tract Dennis
Desgner 11
5162.00
KS
Adm"'ttan vo
5100.00
2.0
ADDITIONAL SERVICES
$ 250
50
100
5 150
3.0
SPECIAL SERVICES
5 -
a
50
DU
a
100, -
1uur a -
- -
a - a -
$ 400
1 Phase
Task
Employee
Project Role
Hourly Bill Ratel
chat shwa
Project Prindpal
$240.00
Enc Baner
Project Monger
$240.00
Jason Burleson
Project Engineer 11
$25.00
VL&T
Design Engineer 11
$150 00
Tract Dennis
Desgner 11
5162.00
KS
Adm"'ttan vo
5100.00
2.0
ADDITIONAL SERVICES
3.0
SPECIAL SERVICES
Total SIS"e
31
L11lc�d CSrb€ff6N
$ 0
- $ 0 -
s 0 - S 0 -
$ 0 -
$ 0 -
Phase Task
Expenses
O 0
2.0 0 ADDITIONAL SERVICES
O 0
3.0 0 SPECIAL SERVICES
0 0
I 0 0
O 0
Phase
0
2.0
0
Task
0
0
0
0
Total £, - . - -.. i f6ff
Subconsultants
ADDITIONAL SERVICES
61
0
a a
a
Total Hours Total Labor Total Expense Total Sub Effort Total Effort
Effort Effort
0 $ S - 5 - b -
0 $ - s - s - $ -
O $ - s - S - $ -
O $ - $ - $ - $ -
0 $ - $ - s $ -
O $ - $ - $ - $ -
O I - $ - 5 $
S $ S
Total Exp
Effort
-I$
J Total Sub
Effort
t - I
5
SEI Project # 4617-FNI
Exhibit B- Detailed Cost Breakdown February 21, 2017
Shrader Engineering, Inc.
Attachment G — Proposal from Nathelyne A. Kennedy (General Civil)
Nathelyne A. Kennedy & Associates
April 6, 2017
Civil & Regency Square Tower
.Slruclural 6204) Savor Drive. Suite 1250
Consulting Houston. Teras 77036
Eng -Orem 71'1/988-0145 713/988.462-1 (Fax)
Mr. Alan C. Hutson, P.E.
Principal
Freese and Nichols, Inc.
10497 Town & Country Way, Suite 600
Houston, Texas 77024
Reference: City of Pearland
New Surface Water Treatment Plant & Pump Station; Package 1
NAK Proposal No. 12-31-16A
Fee Proposal Phase I (30% Design)
Dear Mr. Hutson:
Based on your recent request, Nathelyne A. Kennedy & Associates is pleased to submit
this fee proposal for the provision of professional engineering services for Phase I (30%
Design) in connection with the referenced project. Our proposal is based on our
understanding of your requirements coupled with certain assumptions and/or qualifiers
related to that understanding.
For ease of reference, we have organized our proposal into Exhibit A—Scope of
Services—and Exhibit B—Method of Payment. Nathelyne A. Kennedy & Associates
agrees to provide the Phase 1 (30% Design) as identified in Exhibit A for a Lump Sum
amount of $92.800.00. (W a have attached a copy of our level -of -e/ ort analysis.)
If you need any additional information, please give us a call.
Sincerely,
aob 7/"-g
Bob Haseman
(A. Setarehaseman, P.E.
Chief Engineer
BH:jbg
M'\NAK Projects\Prop 12-31-16A\Fee submittal Itr_040617 doc
Enclosures
Nathelyne A. Kennedy &Associates
I. General
City of Pearland
New Surface Water Treatment Plant & Pump Station; Package 1
NAK Proposal No. 12-31-16A
April 6,2017
Exhibit A
Scope of Services
When authorized and requested by Freese and Nichols, Inc. , Nathelyne A. Kennedy
& Associates (NAK) agrees to provide professional services for Phase I (30%
Design) Services described below for the fees specified in Exhibit B. NAK will
prepare the design in accordance with Freese and Nichols' schedule and milestones.
II. Project Description
The overall project consists of the designing and constructing of a new Surface
Water Treatment Plant along with water transmission lines, and ancillary facilities
in which raw water storage, an acceptable treatment process, and finished water
distribution will be selected to ensure flexibility in compliance with future
regulations and to provide the City's customers with the best possible water. The
total project will be completed in three (3) different packages. In Package 1 -Phase I
of the project, design activities include 30% Design of raw water intake, raw water
flow meter, raw water Pump Station, raw water gravity line, raw water pipeline to
Water Treatment Plant, and reconstruction of the existing Access Road along with
removal and replacement of the existing culvert where the Access Road crosses
Mustang Bayou.
III. Phase I — Basic Services
In connection with the project description above, Nathelyne A. Kennedy &
Associates proposes to provide 30% Design for approximately 4,000 LF of 36 -Inch
water line, and approximately 2,000 LF of Access Road along with design of
culverts at Mustang Bayou.
IV. Phase II —TBD
V. Phase III — Construction Phase
None anticipated.
.N MAK Project+ %sy' 12-31.144 f1M6u A 04061-..k
A-1 oft
Nathelvne A. Kennedy & Associates
City of Pearland
New Surface Water Treatment Plant & Pump Station: Package 1
NAK Proposal No. 12-31-I6A
April 6.2017
VI. Limiting Assumptions and/or Qualifiers
A. All of the existing background and Topography will be provided by Freese and
Nichols or others.
B. It is anticipated that the project drawings and/or exhibits will be prepared in
AutoCAD format.
C. The fee estimates do not include other services such as: Pavement Design,
Storm Sewer Design, Drainage Impact Analysis, Traffic Control Plan, Tree
Protection Plan, and Landscaping Improvements Design.
D. This submittal is for Phase I (30% Design).
E. Public utilities coordination, private utilities coordination, City approval,
printing and reproduction and preparing report will be handled by Freese and
Nichols, Inc. or others.
F. Any additional tasks not included in this fee proposal will be handled by Freese
and Nichols, Inc. or others.
A/- NAK Aryny, Prq, 11-31-16A P}bAr/ A 04061'4w
A-2 of 2
Nathelyne A. Kennedy U' Associates
I. General
City of Pearland
New Surface Water Treatment Plant & Pump Station; Package 1
NAK Proposal No. 12 -3I -16A
April 6, 2017
Exhibit B
Method of Payment
The method of payment for the services identified in Exhibit A is based on
Lump Sum. A level -of -effort analysis is attached for your general information.
II. Basic and Additional Services
Nathelyne A. Kennedy & Associates (NAK) agrees to provide Basic Services
4,000 LF of 36 -Inch Water Line and 2,000 LF of Access Road, along with the
design of culverts at Mustang Bayou, identified in Exhibit A for a lump sum
amount of $92,800.00.
M NAK Project, I'ruy 12.JI.16A 1-xlubo K 040617.41
Page B-1 of 1
City of Pearland
New Surface Water Treatment Plant & Pump Station: Package 1
NAK Proposal No. 12-31-16A
CITY OF PEARLAND: NEW SURFACE WATER TREATMENT PLANT & PUMP STATION; PACKAGE 1
Level -of -Effort Analysis -- Basic Services -- Force Main (30% Design)
Consultant: Nathelyne A. Kennedy & Associates
April 6.2017
Pagc I of 1
CADU
Principal Engineer VI Engineer IV Engineer 111 Designer Clerical Total
TASK DESCRIPTION S240.00 $214.00 $170.50 $127.00 $112.00 $99.00
36 -INCH WATER LINE PLAN & PROFILE (9 Sheets) 2 16 32 48 80 0 178
ACCESS ROAD PLAN & PROFILE (5 Sheets) 2 8 24 16 40 0 90
ACCESS ROAD TYPICAL SECTION 0 2 8 0 12 0 22
H&H CALCULATIONS AND CULVERT SIZING 0 16 48 24 0 0 88
CULVERT PLAN & PROFILE 2 8 32 8 24 0 74
QUANTITY TAKE -OFFS & COSTS 0 2 16 24 0 4 46
MEETINGS & COORDINATION 2 16 12 8 0 8 46
MANAGEMENT g 24 12 0 0 12 56
Manhours: 16 92 184 128 156 24 600
Costs: $3,840 $19,688 $31,372 816,256 $17,472 $2,376 $91,004
Other Direct Costs (In-house printing, Postage, Delivery, etc.) $ 1,800
Phase I (30% Design) $92,804
Use $ 92,800
M NAK Prgaas\Prop 12.31.16ALLOE-040617
(TWDB-0217
TEXAS WATER DEVELOPMENT BOARD (TWDB)
AFFIRMATIVE STEPS CERTIFICATION and GOALS
I. PROJECT INFORMATION
II.
TWDB-02I7
Revised 2/16/2012
A. TWDB
Project No.
B. Applicant/Entity Name
C. Total TWDB
Funding Request
D. Program Type
(insert "X" for all that apply)
62712
City of Pearland, Texas
Prime Contractor: Freese and Nichols, Inc.
Contract Number:
$159,500,000.00
Contract Amount: $1,246,507.00
0
Li
Drinking Water SRF DWSRF)
Clean Water SRF (CWSRF)
GOOD FAITH EFFORT (Applicable to all sub -agreements awarded by the wire contracts)
I understand that it is my responsibility to comply with all state and federal regulations and guidance in the utilization of
Minority and Women -Owned Businesses in procurement. I certify that I will make a "good faith effort" to afford opportunities
for Minority Business Enterprise (MBE), and Women -Owned Business Enterprise (WBE) by:
1 Including qualified MBEs and WBEs on procurement solicitation lists
2 Soliciting potential MBE's and WBE's
3 Reducing contract size/quantities when economically feasible to permit maximum participation by MBE's and WBE's
4 Establishing delivery schedules to encourage participation by MBE's and WBE's
°
Using the services and assistance of the Small Business Administration, Minority Business Development Agency, U.S.
Department of Commerce, and Texas Marketplace
6 Submittinv documentation to the Texas Water Development Board to verify good faith effort, steps 1-5.
EXCEPTIbN: As the Prime Contractor, I certify that I have reviewed the contract requirements and found no available
❑ subcontracting opportunities. I also certify that I will fulfill 100 percent of the contract requirements with my own employees &
resources. (Check if applicable)
Signature — Consultant/PrimeSontractor Title Certification Date
III. PROJECT PARTICIPATION ESTIMATES
Total Procurement
Cost Category Total
Construction
Equipment
Supplies
Services
$ 0.00
$ 0.00
$ 0.00
$1,246,507.00
Total Procurement
(must equal contract amount)
$1,246,507.00
Vice President/Principal
04/10/2017
Potential MBE Participation Potential WBE Participation
Goal
12.94%
7.12%
9.68%
10.84%
Extension
$ 0.00
$ 0.00
$ 0.00
$135,121.36
$ 135,121.36
Goal Extension
8.72%
5.39%
9.34%
5.72%
$ 0.00
$ 0.00
$ 0.00
$ 71,300.20
i
$ 71,300.20
The fair share goals listed above are required by 40 CFR Part 33 Subpart D and are directly negotiated with EPA Region 6.
Entities receiving federal financial assistance are subject to the TWDB's goals and inay not be substituted with other agency or
program goals.
IV. TWDB APPROVAL SIGNATURE
Form Meets DBE Requirements
Yes 1
Nol I 1
DBE Coordinator
Approval Date
I. PROJECT INFORMATION
A. TWDB
Project No.
62712
Project Name:
Solicitation By:
Project Phase:
II. LIST 0
Instructions
Column 1
Instructions
Column 2
Instructions
Column 3
Instructions
Column 4
Ins&ructions
nstructions
Column 6
ITWDB-0373
TEXAS WATER DEVELOPMENT BOARD
LOAN/PRINCIPAL FORGIVENESS PARTICIPATION SUMMARY
B. Applicant/Entity Name
C. Total TWDB Funding
Request
TWDB-0373
Revised 2/16/2012
D. Program Type
(insert "X" for all that apply)
City of Pearland, Texas $159,500,000 ,
L1
10 MGD Surface Water Treatment Plant
• Applicant/Entity ❑ Prime Contractor: Freese and Nichols, Inc.
❑ Loan Commitment/Closing ❑✓ Planning/Design ❑ Construction Contract #
ACTUAL CONTRACTS/PROCUREMENTS
Enter the full name, street address, city/state/zip for each firm awarded a contract for the project
Drinking Water SRF (DWSRF)
Clean Water SRF (CWSRF)
Enter one of the following procurement or contract categories- CONSTRUCTION — SUPPLIES — EQUIPMENT — SERVICES
Enter the type of business: Minority Business Enterprise (MBE), Women -Owned Business Enterprise (WBE), or OTHER
(NOTE: "OTHER" = Company or firm is Non -MBE or WBE)
Enter the exact amount of the awarded contract
Enter the exact date the contract was or will be executed
Indicate if valid MBE/WBE Certification is attached
Column 1
Name & Address of Contracted FirmNendor
C.L. Davis & Company
1500 Winding Way, Friendswood, TX 77546
Geotest Engineering, Inc.
5600 Bintliff Drive, Houston, TX 77036
Column 2
Procurement
Category
Services
lervices
Column 3 Column 4
MBENVBE
Status
OTHER
MBE
Actual Contract
Awarded ($)
$74,005.00
$236,489.00
Column 5 Column 6
Contract Execution
Date
05/01/2017
05/01/2017
MBENVBE Certification
Included? (Y/N)
(if applicable)
❑ Yes ❑ No
❑✓ Yes ❑ No
TWDB-0373
Revised 2/16/2012
III. TWDB APPROVAL SIGNATURE
Form meets DBE Requirements
Yes I 1 Nol I
DBE Coordinator
Approval Date
Column 1
Column 2
Column 3
Column 4
Column 5
Column 6
Name & Address of Contracted FirmNendor
Procurement
Category
MBENVBE
Status
Actual Contract
Awarded ($)
Contract Execution
Date
MBENVBE Certification
Included? (YIN)
(if applicable)
3
Griffin Dewatering, LLC
Services
OTHER
$88,875.00
05/01/2017
❑ Yes ❑ No
5306 Clinton Drive, Houston, TX 77020
4
Nathelyne A. Kennedy & Associates
6200 Savoy Drive, Suite 1250, Houston, TX 77036
Services
MBE
WBE
$92,800.00
05/01/2017
r Yes ❑ No
5
Shrader Engineering
Services
OTHER
(HUB)
$60,380.00
05/01/2017
✓ Yes ❑ No
750 Town & Country Blvd., Suite 650, Houston, TX 77024
6
❑ Yes ❑ No
7
❑ Yes ❑ No
8
9
❑ Yes ❑ No
❑ Yes ❑ No
Signature - Applicant/Enti Representative
Title
Certification Date
_-:-
Vice President/Principal
04/10/2017
III. TWDB APPROVAL SIGNATURE
Form meets DBE Requirements
Yes I 1 Nol I
DBE Coordinator
Approval Date
CITY OF HOUSTON
��n7771r',
Annise D. Parker,
Mayor
Office of Business Opportunity
Geotest Engineering, Inc.
is duly certified as a
Certified Categories: Certification Number: 15-6-10833
NAICS-236118: CONSTRUCTION MANAGEMENT, RESIDENTIAL REMODELING
NAICS-541330: ENGINEERING SERVICES
NAICS-541380: TESTING LABORATORIES (EXCEPT MEDICAL, VETERINARY)
NAICS-541620: ENVIRONMENTAL CONSULTING SERVICES
June 30, 2016 June 30, 2018
Anniversary Date
Expiration Date
r��
_
1 rn
Annise D. Parker,
Mayor
CITY OF HOUSTON
Office of Business Opportunity
Nathelyne A. Kennedy & Associates, L.P.
is duly certified as a
SINEss oVV
Minority Business Enterprise (MBE)
Certified Categories: Certification Number: 15-7-1679
NAICS-236220: CONSTRUCTION MANAGEMENT, COMMERCIAL AND INSTITUTIONAL BUILDING
NAICS-541330: ENGINEERING SERVICES
June 30, 2016 June 30, 2018
Anniversary Date
Expiration Date
Note: This certificate is the property of the City of Houston Office of Business Opportunity, and may be revoked should the above named firm graduate from
the MWDBE program
NV HO.
Annise D. Parker,
Mayor
CITY OF HOUSTON
Office of Business Opportunity
Nathelyne A. Kennedy & Associates, L.P.
is duly certified as a
Women Business Enterprise (WBE)
Certified Categories: Certification Number: 15-7-1679
NAICS-236220: CONSTRUCTION MANAGEMENT, COMMERCIAL AND INSTITUTIONAL BUILDING
NAICS-541330: ENGINEERING SERVICES
June 30, 2016
Anniversary Date
June 30, 2018
Expiration Date
Note: This certificate is the property of the City of Houston Office of Business Opportunity, and may be revoked should the above named firm graduate from
the MWDBE program.
GLENN HEGAR TEXAS COMPTROLLER OF PUBLIC ACCOUNTS
The Texas Comptroller of Public Accounts (CPA) administers the Statewide Historically Underutilized Business (HUB)
Program for the State of Texas, which includes certifying minority and woman -owned businesses as HUBs and is designed to
facilitate the participation of minority and woman -owned businesses in state agency procurement opportunities.
We are pleased to inform you that your application for certification/re-certification as a HUB has been approved. Your
company's profile is listed in the State of Texas HUB Directory and may be viewed online at
http://www.window.state.tx.us/procurement//cmbl/hubonly.html. Provided that your company continues to meet HUB eligibility
requirements, the enclosed HUB certificate is valid for four years.
You must notify the HUB Program in writing of any changes affecting your company's compliance with the HUB eligibility
requirements, including changes in ownership, day-to-day management, control and/or principal place of business. Note: Any
changes made to your company's information may require the HUB Program to re-evaluate your company's eligibility.
Please reference the enclosed pamphlet for additional resources, such as the state's Centralized Master Bidders List (CMBL),
that can increase your chance of doing business with the state.
Thank you for your participation in the HUB Program! If you have any questions, you may contact a HUB Program
representative at 512-463-5872 or toll-free in Texas at 1-888-863-5881.
Texas Historically Underutilized Business (HUB) Certificate
CertificateNlD Number 1760489448900
4.HUB FileNendor Number: 029245
Approval Date: 10 -FEB -2016
Scheduled Expiration Date: 10 -FEB -2020
Raitswide libeodalb Itndwr6ed MOM Frogman
The Texas Comptroller of Public Accounts (CPA), hereby certifies that
SHRADER ENGINEERING INC.
has successfully met the established requirements of the State of Texas Historically Underutilized Business (HUB)
Program to be recognized as a HUB. This certificate printed 12 -FEB -2016, supersedes any registration and certificate
previously issued by the HUB Program. If there are any changes regarding the information (i.e., business structure,
ownership, day-to-day management, operational control, business location) provided in the submission of the business'
application for registration/certification as a HUB, you must immediately (within 30 days of such changes) notify the HUB
Program in writing. The CPA reserves the right to conduct a compliance review at any time to confirm HUB eligibility. HUB
certification may be suspended or revoked upon findings of ineligibility.
Paul Gibson, Statewide HUB Program Manager
Texas Procurement and Support Services
Note: In order for State agencies and institutions of higher education (universities) to be credited for utilizing this business as a HUB, they must award
payment under the CertificateNlD Number identified above. Agencies and universities are encouraged to validate HUB certification prior to issuing a
notice of award by accessing the Internet (http://www.window.state.tx.us/procurement/cmbl/cmblhub.html) or by contacting the HUB Program at
1-888-863-5881 or 512463-5872 Rev 01/15