R2024-103 2024-06-10RESOLUTION NO. R2024-103
A Resolution of the City Council of the City of Pearland, Texas, authorizing a
design contract with Cobb-Fendley & Associates, Inc., associated with certain
drainage improvements in the Hickory Creek, Garden Acres and Herridge-
Miller Subdivisions, in the estimated amount of $1,190,053.00.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract for design services associated with drainage
improvements, 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 for design services associated with drainage improvements.
PASSED, APPROVED and ADOPTED this the 10th day of June, A.D., 2024.
________________________________
J.KEVIN COLE
MAYOR
ATTEST:
________________________________
FRANCES AGUILAR, TRMC, MMC
CITY SECRETARY
APPROVED AS TO FORM:
________________________________
DARRIN M. COKER
CITY ATTORNEY
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City of Pearland Exhibit A
3519 Liberty Drive
Pearland, TX 77581
Professional Services Contract
This Contract (Contract) is made between the City of Pearland, Texas (City), and Contractor. The
City and Contractor agree to the terms and conditions of this Contract, which consists of the following
parts:
I.Summary of Contract Terms
II.Signatures
III.Standard Contractual Provisions
IV.Special Terms and Conditions (Additional Contractor Signatures Required – Pg 9)
V.Additional Contract Attachments
I. Summary of Contract Terms.
Contractor:
Description of Services:
Cobb, Fendley & Associates, Inc.
4424 West Sam Houston Parkway North, Suite 600
Houston, Texas 77041
Design/Engineering in accordance with the Bid Solicitation and
Resolution identified below, and the attached bidder proposal
(Attachment A).
Bid/Solicitation Type and No: RFQ 0623-03
Council Resolution No: Resolution R2024-103
Contract Type: Professional Services – Architectural/Engineering
Effective Date: June 11, 2024 End Date: N/A
Renewal: (0)Amount: $1,190,053
Additional Instructions: Additional endorsement required by Contractor on Page 9.
II.Signatures – Contract Execution
The undersigned hereby execute this Unit Price Contract and agree to all of the following terms
and conditions.
City of Pearland
Trent Epperson, City Manager
Printed Name and Title
_______________________________
Signature
_____/_____/_________
Date
Cobb, Fendley & Associates, Inc.
_____________________________
Printed Name and Title
______________________________
Signature
_____/_____/_________
Date
Brad Matlock, P.E., Senior Vice President
08 27 2024
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III. Standard Contractual Provisions.
A. Definitions.
Contract means this Standard Services Contract.
Services means the services for which the City solicited bids or received proposals as
described in Exhibit A, attached hereto.
B. Services and Payment. Contractor will furnish Services to the City in accordance with the
terms and conditions specified in this Contract. Contractor will bill the City for the Services
provided at intervals of at least 30 days, except for the final billing. The City shall pay
Contractor for the Services in accordance with the terms of this Contract, but all payments to
be made by the City to Contractor, including the time of payment and the payment of interest
on overdue amounts, are subject to the applicable provisions of Chapter 2251 of the
Government Code.
C. Termination Provisions.
(1) City Termination for Convenience. Under this paragraph, the City may terminate
this Contract during its term at any time for the City’s own convenience where the
Contractor is not in default by giving written notice to Contractor. If the City terminates
this Contract under this paragraph, the City will pay the Contractor for all services
rendered in accordance with this Contract to the date of termination.
(2) Termination for Default. Either party to this Contract may terminate this Contract
as provided in this paragraph if the other party fails to comply with its terms. The
party alleging the default will give the other party notice of the default in writing citing
the terms of the Contract that have been breached and what action the defaulting
party must take to cure the default. If the party in default fails to cure the default as
specified in the notice, the party giving the notice of default may terminate this
Contract by written notice to the other party, specifying the date of termination.
Termination of this Contract under this paragraph does not affect the right of either
party to seek remedies for breach of the Contract as allowed by law, including any
damages or costs suffered by either party.
(3) Multi-Year Contracts and Funding. If this Contract extends beyond the City’s fiscal
year in which it becomes effective or provides for the City to make any payment during
any of the City’s fiscal years following the City’s fiscal year in which this Contract
becomes effective and the City fails to appropriate funds to make any required
Contract payment for that successive fiscal year and there are no funds from the City’s
sale of debt instruments to make the required payment, then this Contract
automatically terminates at the beginning of the first day of the City’s successive fiscal
year of the Contract for which the City has not appropriated funds or otherwise
provided for funds to make a required payment under the Contract.
D. Liability and Indemnity. Any provision of any attached contract document that limits the
Contractor’s liability to the City or releases the Contractor from liability to the City for actual
or compensatory damages, loss, or costs arising from the performance of this Contract or
that provides for contractual indemnity by one party to the other party to this Contract is not
applicable or effective under this Contract. Except where an Additional Contract Document
provided by the City provides otherwise, each party to this Contract is responsible for
defending against and liable for paying any claim, suit, or judgment for damages, loss, or
costs arising from that party's negligent acts or omissions in the performance of this Contract
in accordance with applicable law. This provision does not affect the right of either party to
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this Contract who is sued by a third party for acts or omissions arising from this Contract to
bring in the other party to this Contract as a third-party defendant as allowed by law.
E. Assignment. The Contractor shall not assign this Contract without the prior written
consent of the City.
F. Law Governing and Venue. This Contract is governed by the law of the State of Texas
and a lawsuit may only be prosecuted on this Contract in a court of competent jurisdiction
located in or having jurisdiction in Brazoria County, Texas.
G. Entire Contract. This Contract represents the entire Contract between the City and the
Contractor 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.
H. Independent Contractor. Contractor shall perform the work under this Contract as an
independent contractor and not as an employee of the City. The City has no right to
supervise, direct, or control the Contractor or Contractor’s officers or employees in the
means, methods, or details of the work to be performed by Contractor under this Contract.
The City and Contractor agree that the work performed under this Contract is not inherently
dangerous, that Contractor will perform the work in a professional manner, and that
Contractor will take proper care and precautions to insure the safety of Contractor’s officers
and employees.
I. Dispute Resolution Procedures. The Contractor and City desire an expeditious means to
resolve any disputes that may arise between them regarding this Contract. If either party
disputes any matter relating to this Contract, the parties agree to try in good faith, before
bringing any legal action, to settle the dispute by submitting the matter to mediation before a
third party who will be selected by agreement of the parties. The parties will each pay one-
half of the mediator’s fees.
J. Attorney’s Fees. Should either party to this Contract bring suit against the other party for
breach of contract or for any other cause relating to this Contract, neither party will seek or
be entitled to an award of attorney’s fees or other costs relating to the suit.
K. Severability. If a court finds or rules that any part of this Contract is invalid or unlawful, the
remainder of the Contract continues to be binding on the parties.
IV. Special Terms or Conditions.
(Federal)
A. Equal Opportunity
Per federal regulations in 41 CFR Part 60-1.4(C)(b), during the performance of this
contract, the CONTRACTOR:
(1) will not discriminate against any employee or applicant for employment because of race,
color, religion, sex, or national origin. The CONTRACTOR will take affirmative action to
ensure that applicants are employed, and that employees are treated during employment
without regard to their race, color, religion, sex, or national origin.
Such action shall include, but not be limited to the following: Employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of
pay or other forms of compensation; and selection for training, including apprenticeship. The
CONTRACTOR agrees to post in conspicuous places, available to employees and applicants
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for employment, notices to be provided setting forth the provisions of this nondiscrimination
clause.
(2) The CONTRACTOR will, in all solicitations or advertisements for employees placed by or
on behalf of the CONTRACTOR, state that all qualified applicants will receive considerations
for employment without regard to race, color, religion, sex, or national origin.
(3) The CONTRACTOR will send to each labor union or representative of workers with which
he has a collective bargaining agreement or other contract or understanding, a notice to be
provided advising the said labor union or workers' representatives of the CONTRACTOR's
commitments under this section, and shall post copies of the notice in conspicuous places
available to employees and applicants for employment.
(4) The CONTRACTOR will comply with all provisions of Executive Order 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of
Labor.
(5) The CONTRACTOR will furnish all information and reports required by Executive Order
11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor,
or pursuant thereto, and will permit access to his books, records, and accounts by the
administering agency and the Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations, and orders.
(6) In the event of the CONTRACTOR’s noncompliance with the nondiscrimination clauses
of this contract or with any of the said rules, regulations, or orders, this contract may be
canceled, terminated, or suspended in whole or in part and the CONTRACTOR may be
declared ineligible for further Government contracts or federally assisted construction
contracts in accordance with procedures authorized in Executive Order 11246 of September
24, 1965, and such other sanctions as may be imposed and remedies invoked as provided
in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the
Secretary of Labor, or as otherwise provided by law.
(7) The CONTRACTOR will include the option of the sentence immediately preceding
paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or
purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor
issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that
such provisions will be binding upon each CONTRACTOR. The CONTRACTOR will take
such action with respect to any subcontract or purchase order as the administering agency
may direct as a means of enforcing such provisions, including sanctions for noncompliance:
Provided, however, That in the event a CONTRACTOR becomes involved in, or is threatened
with, litigation with a CONTRACTOR or CONTRACTOR as a result of such direction by the
administering agency the CONTRACTOR may request the United States to enter into such
litigation to protect the interests of the United States."
B. Davis-Bacon Act
The CONTRACTOR agrees to comply with the requirements of the Secretary of Labor in
accordance with the Davis-Bacon Act as amended, the provisions of Contract Work Hours
and Safety Standards Act (40 U.S.C. 327 et seq.) and all other applicable Federal, state and
local laws and regulations pertaining to labor standards insofar as those acts apply to the
performance of this Agreement. The CONTRACTOR agrees to comply with the Copeland
Anti-Kick Back Act (18 U.S.C. 874 et seq.) and it’s implementing regulations of the U.S.
Department of Labor at 29 CFR Part 3. The CONTRACTOR shall maintain documentation
that demonstrates compliance with hour and wage requirements of this part. Such
documentation shall be made available to the Subrecipient for review upon request.
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The CONTRACTOR agrees that, except with respect to the rehabilitation or construction of
residential property containing less than eight (8) units, all CONTRACTORs engaged under
contracts in excess of $2,000.00 for construction, renovation or repair work financed in whole
or in part with assistance provided under this contract, shall comply with Federal
requirements adopted by the Subrecipient in 2 CFR Part 200, Appendix II, ¶ D, pertaining to
such contracts and with the applicable requirements of the regulations of the Department of
Labor, under 29 CFR Parts 1, 3, 5 and 7 governing the payment of wages and ratio of
apprentices and trainees to journey workers; provided that, if wage rates higher than those
required under the regulations are imposed by state or local law, nothing hereunder is
intended to relieve the CONTRACTOR of its obligation, if any, to require payment of the
higher wage. The CONTRACTOR shall cause or require to be inserted in full, in all such
contracts subject to such regulations, provisions meeting the requirements of this paragraph.
C. Copeland “Anti-Kickback” Act
(1) CONTRACTOR. The CONTRACTOR shall comply with 18 U.S.C. § 874, 40 U.S.C. §
3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated
by reference into this contract.
(2) Subcontracts. The CONTRACTOR shall insert in any subcontracts the clause above and
such other clauses as the federal government may by appropriate instructions require, and
also a clause requiring the CONTRACTORs to include these clauses in any lower tier
subcontracts. The PRIME CONTRACTOR shall be responsible for the compliance by any
CONTRACTOR or lower tier CONTRACTOR with all of these contract clauses.
(3) Breach. A breach of the contract clauses above may be grounds for termination of the
contract, and for debarment as a CONTRACTOR and CONTRACTOR as provided in 29
C.F.R. § 5.12."
D. Contract Work Hours and Safety Standards Act
Applicability: This requirement applies to all federal grant and cooperative agreement
programs.
Where applicable (see 40 U.S.C. § 3701), all contracts awarded by the non-Federal entity in
excess of $1 00,000 that involve the employment of mechanics or laborers must include a
provision for compliance with 40 U.S.C. §§ 3702 and 3704, as supplemented by Department
of Labor regulations at 29 C.F.R. Part 5. See 2 C.F.R. Part 200, Appendix II, § E.
Under 40 U.S.C. § 3702, each CONTRACTOR must be required to compute the wages of
every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess
of the standard work week is permissible provided that the worker is compensated at a rate
of not less than one and a half times the basic rate of pay for all hours worked in excess of
40 hours in the work week.
The requirements of 40 U.S.C. § 3704 are applicable to construction work and provide that
no laborer or mechanic must be required to work in surroundings or under working conditions
which are unsanitary, hazardous or dangerous. These requirements do not apply to the
purchases of supplies or materials or articles ordinarily available on the open market, or
contracts for transportation or transmission of intelligence.
The regulation at 29 C.F.R. § 5.5(b) provides the required contract clause concerning
compliance with the Contract Work Hours and Safety Standards Act:
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(1) Overtime requirements. The CONTRACTOR nor CONTRACTOR contracting for any part
of the contract work which may require or involve the employment of laborers or mechanics
shall require or permit any such laborer or mechanic in any workweek in which he or she is
employed on such work to work in excess of forty hours in such workweek unless such laborer
or mechanic receives compensation at a rate not less than one and one-half times the basic
rate of pay for all hours worked in excess of forty hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of
the clause set forth in paragraph (1) of this section the CONTRACTOR and any
CONTRACTOR responsible therefor shall be liable for the unpaid wages. In addition, such
CONTRACTOR and CONTRACTOR shall be liable to the United States (in the case of work
done under contract for the District of Columbia or a territory, to such District or to such
territory), for liquidated damages. Such liquidated damages shall be computed with respect
to each individual laborer or mechanic, including watchmen and guards, employed in violation
of the clause set forth in paragraph (1) of this section, in the sum of $10 for each calendar
day on which such individual was required or permitted to work in excess of the standard
workweek of forty hours without payment of the overtime wages required by the clause set
f01th in paragraph (l) of this section.
(3) Withholding for unpaid wages and liquidated damages. The City of Pearland upon its own
action or upon written request of an authorized representative of the Department of Labor
withhold or cause to be withheld, from any moneys payable on account of work performed
by the CONTRACTOR or CONTRACTOR under any such contract or any other Federal
contract with the same PRIME CONTRACTOR, or any other federally-assisted contract
subject to the Contract Work Hours and Safety Standards Act, which is held by the same
PRIME CONTRACTOR, such sums as may be determined to be necessary to satisfy any
liabilities of such CONTRACTOR or CONTRACTOR for unpaid wages and liquidated
damages as provided in the clause set forth in paragraph (2) of this section.
(4) Subcontracts. The CONTRACTOR or CONTRACTOR shall insert in any subcontracts the
clauses set forth in paragraph (1) through (4) of this section and also a clause requiring the
CONTRACTORs to include these clauses in any lower tier subcontracts. The PRIME
CONTRACTOR shall be responsible for compliance by any CONTRACTOR or lower tier
CONTRACTOR with the clauses set forth in paragraphs (1) through (4) of this section."
E. Rights to Inventions Made Under a Contract or Agreement.
Stafford Act Disaster Grants. This requirement does not apply to the Public Assistance,
Hazard Mitigation Grant Program, Fire Management Assistance Grant Program, Crisis
Counseling Assistance and Training Grant Program, Disaster Case Management Grant
Program, and Federal Assistance to Individuals and Households - Other Needs Assistance
Grant Program, as FEMA awards under these programs do not meet the definition of "funding
agreement."
If a FEMA award meets the definition of "funding agreement" under 37 C.F.R. § 401.2(a) and
the non-Federal entity wishes to enter into a contract with a small business firm or nonprofit
organization regarding the substitution of patties, assignment or performance of
experimental, developmental, or research work under that "funding agreement," the non-
Federal entity must comply with the requirements of 37 C.F. R. Part 401 (Rights to Inventions
Made by Nonprofit Organizations and Small Business Firms Under Government Grants,
Contracts and Cooperative Agreements), and any implementing regulations issued by FEMA.
See 2 C.F.R. Part 200, Appendix II, § F.
The regulation at 37 C.F.R. § 401.2(a) currently defines "funding agreement" as any contract,
grant, or cooperative agreement entered into between any Federal agency, other than the
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Tennessee Valley Authority, and any CONTRACTOR for the performance of experimental,
developmental, or research work funded in whole or in part by the Federal government. This
term also includes any assignment, substitution of pm ties, or subcontract of any type entered
into for the performance of experimental, developmental, or research work under a funding
agreement as defined in the first sentence of this paragraph.
F. Debarment and Suspension.
Applicability: This requirement applies to all federal grant and cooperative agreement
programs.
Non-federal entities and CONTRACTORs are subject to the debarment and suspension
regulations implementing Executive Order 12549, Debarment and Suspension (1986) and
Executive Order 12689, Debarment and Suspension (1989) at 2 C.F.R. Part 180 and the
Department of Homeland Security's regulations at 2 C.F.R. Part 3000 (Non-procurement
Debarment and Suspension).
These regulations restrict awards, subawards, and contracts with certain parties that are
debarred, suspended, or otherwise excluded from or ineligible for participation in Federal
assistance programs and activities. See 2 C.F.R. Part 200, Appendix II, § I; and Chapter N,
§ 6.d and Appendix C, § 2. A contract award must not be made to parties listed in the SAM
Exclusions. SAM Exclusions is the list maintained by the General Services Administration
that contains the names of patties debarred, suspended, or otherwise excluded by agencies,
as well as patties declared ineligible under statutory or regulatory authority other than
Executive Order 12549. SAM exclusions can be accessed at www.sam.gov. See 2 C.F.R. §
180.530; Chapter IV, § 6.d and Appendix C, § 2.
In general, an "excluded" party cannot receive a Federal grant award or a contract within the
meaning of a "covered transaction," to include subawards and subcontracts. This includes
patties that receive Federal funding indirectly, such as CONTRACTORs to recipients and
subrecipients. The key to the exclusion is whether there is a "covered transaction," which is
any non-procurement transaction (unless excepted) at either a "primary" or "secondary" tier.
Although "covered transactions" do not include contracts awarded by the Federal
Government for purposes of the non-procurement common rule and DHS's implementing
regulations, it does include some contracts awarded by recipients and subrecipient.
Specifically, a covered transaction includes the following contracts for goods or services:
(I) The contract is awarded by a recipient or subrecipient in the amount of at least
$25,000.
(2) The contract requires the approval of the awarding federal agency, regardless of
amount.
(3) The contract is for federally-required audit services.
(4) A subcontract is also a covered transaction if it is awarded by the CONTRACTOR
of a recipient or subrecipient and requires either federal approval, or is in excess of
$25,000.
This contract is a covered transaction for purposes of 2 C.F.R. pt. 180 and 2 C.F.R. pt. 3000.
As such the CONTRACTOR is required to verify that none of the CONTRACTOR, its
principals (defined at 2 C.F.R. § 180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are
excluded (defined at 2 C.F.R. § 180.940) 01' disqualified (defined at 2 C.F.R. § 180.935).
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The CONTRACTOR must comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000,
subpart C and must include a requirement to comply with these regulations in any lower tier
covered transaction it enters into.
This certification is a material representation of fact relied upon by City of Pearland. If it is
later determined that the CONTRACTOR did not comply with 2 C.F.R. pt. 180, subpart C and
2 C.F.R. pt. 3000, subpart C, in addition to remedies available to the Texas Division of
Emergency Management (TDEM) and/or the City, the Federal Government may pursue
available remedies, including but not limited to suspension and/or debarment.
The bidder or proposer agrees to comply with the requirements of 2 C.F.R. pt. 180, subpart
C and 2 C.F.R. pt. 3000, subpart C while this offer is valid and throughout the period of any
contract that may arise from this offer. The bidder or proposer further agrees to include a
provision requiring such compliance in its lower tier covered transactions."
G. Byrd Anti-Lobbying Amendment.
Applicability: This requirement applies to all federal grant and cooperative agreement
programs.
CONTRACTORs that apply or bid for an award of $100,000 or more must file the required
certification. See 2 C.F.R. Part 200, Appendix II, § J; 44 C.F.R. Part 18; Chapter N, 6.c;
Appendix C, § 4.
Each tier certifies to the tier above that it will not and has not used Federal appropriated funds
to pay any person or organization for influencing or attempting to influence an officer or
employee of any agency, a member of Congress, officer or employee of Congress, or an
employee of a member of Congress in connection with obtaining any Federal contract, grant
or any other award covered by 31 U.S.C. § 1352. Each tier must also disclose any lobbying
with non-Federal funds that takes place in connection with obtaining any Federal award. Such
disclosures are forwarded from tier to tier up to the non-Federal award. See Chapter IV, § 6.c
and Appendix C, § 4.
Per the Byrd Anti-Lobbying Amendment. 31 U.S.C. § 1352 (as amended), should the
CONTRACTOR bid for an award of $100,000 or more, the CONTRACTOR shall file the
required certification. Each tier certifies to the tier above that it will not and has not used
Federal appropriated funds to pay any person or organization for influencing or attempting to
influence an officer or employee of any agency, a member of Congress, officer or employee
of Congress, or an employee of a member of Congress in connection with obtaining any
Federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also
disclose any lobbying with non-Federal funds that takes place in connection with obtaining
any Federal award. Such disclosures are forwarded from tier to tier up to the recipient.
H. Certification Regarding Lobbying
The undersigned CONTRACTOR certifies, to the best of his or her knowledge, that:
1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or employee
of an agency, a Member of Congress, an officer or employee of Congress, or an employee
of a Member of Congress in connection with the awarding of any Federal contract, the making
of any Federal grant, the making of any Federal loan, the entering into of any cooperative
agreement, and the extension, continuation, renewal, amendment, or modification of any
Federal contract, grant, loan, or cooperative agreement.
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2. If any funds other than Federal appropriated funds have been paid or will be paid to any
person for influencing or attempting to influence an officer or employee of any agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of
Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the
undersigned shall complete and submit Standard Form LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.
3. The undersigned shall require that the language of this certification be included in the
award documents for all subawards at all tiers (including subcontracts, subgrants, and
contracts under grants, loans, and cooperative agreements) and that all subrecipients shall
certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite for
making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the
Lobbying Disclosure Act of 1995). Any person who fails to file the required certification shall
be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each
such failure.
The CONTRACTOR, , certifies or affirms the
truthfulness and accuracy of each statement of its certification and disclosure, if any. In
addition, the CONTRACTOR understands and agrees that the provisions of 31 U.S.C. § 3801
et seq., apply to this certification and disclosure, if any.
__________________________________________ ___________________
Signature of CONTRACTOR’s Authorized Official Date
______________________________________________
Name and Title of CONTRACTOR's Authorized Official
I. Procurement of Recovered Materials.
Applicability: This requirement applies to all federal grant and cooperative agreement
programs.
A non-Federal entity that is a state agency or agency of a political subdivision of a state and
its CONTRACTORs must comply with Section 6002 of the Solid Waste Disposal Act, Pub. L.
No. 89-272 (1965) (codified as amended by the Resource Conservation and Recovery Act at
42 U.S.C. § 6962). See 2 C.F.R. Part 200, Appendix II, § K; 2 C.F.R. § 200.322; Chapter V,
§ 7.
The requirements of Section 6002 include procuring only items designated in guidelines of
the EPA at 40 C.F.R. Part 247 that contain the highest percentage of recovered materials
practicable, consistent with maintaining a satisfactory level of II competition, where the
purchase price of the item exceeds $10,000 or the value of the quantity acquired by the
preceding fiscal year exceeded $10,000; procuring solid waste management services in a
manner that maximizes energy and resource recovery; and establishing an affirmative
procurement program for procurement of recovered materials identified in the EPA
guidelines.
In the performance of this contract, the CONTRACTOR shall make maximum use of products
containing recovered materials that are EPA-designated items unless the product cannot be
acquired:
(1) Competitively within a timeframe providing for compliance with the contract
Brad Matlock, P.E., Senior Vice President
Cobb, Fendley & Associates, Inc.
08/27/2024
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performance schedule;
(2) Meeting contract performance requirements; or
(3) At a reasonable price.
J. Additional Federal Requirements.
The Uniform Rules authorize the federal government to require additional provisions for non-
Federal entity contracts. Pursuant to this authority, the following are required:
Changes.
To be eligible for federal assistance under the non-Federal entity's grant or cooperative
agreement, the cost of the change, modification, change order, or constructive change must
be allowable, allocable, within the scope of its grant or cooperative agreement, and
reasonable for the completion of project scope. It is recommended, therefore, that a non-
Federal entity include a changes clause in its contract that describes how, if at all, changes
can be made by either party to alter the method, price, or schedule of the work without
breaching the contract. The language of the clause may differ depending on the nature of the
contract and the end-item procured.
Access to Records.
The following access to records requirements apply to this contract:
(1) The CONTRACTOR agrees to the PRIME CONTRACTOR, City of Pearland, the
Comptroller General of the United States, and the Secretary of the U.S. Treasury, or
any of their authorized representatives access to any books, documents, papers, and
records of the CONTRACTOR which are directly pertinent to this contract for the
purposes of making audits, examinations, excerpts, and transcriptions.
(2) The CONTRACTOR agrees to permit any of the foregoing parties to reproduce by
any means whatsoever or to copy excerpts and transcriptions as reasonably needed.
(3) The CONTRACTOR agrees to provide the federal government or an authorized
representatives access to construction or other work sites pertaining to the work being
completed under the contract."
Seals, Logos, and Flags.
The CONTRACTOR shall not use the seal(s), logos, crests, or reproductions of flags or
likenesses of any federal, State or local agency without specific pre-approval from any such
agency; particularly, as it relates to DHS Standard Terms and Conditions, v 3.0, § XXV
(2013).
Compliance with Federal Law, Regulations, and Executive Orders.
This is an acknowledgement that federal financial assistance will be used to fund the contract
only. The CONTRACTOR will comply will all applicable federal law, regulations, executive
orders, federal policies, procedures, and directives.
No Obligation by Federal Government.
The Federal Government is not a party to this contract and is not subject to any obligations
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Page 11 of 12
or liabilities to the non-Federal entity, CONTRACTOR, or any other patty pertaining to any
matter resulting from the contract.
Program Fraud and False or Fraudulent Statements or Related Acts.
The CONTRACTOR acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for
False Claims and Statements) applies to the CONTRACTOR's actions pertaining to this
contract.
K. § 200.326 Bonding requirements.
For construction or facility improvement contracts or subcontracts exceeding the Simplified
Acquisition Threshold, the Federal awarding agency or pass-through entity may accept the
bonding policy and requirements of the non-Federal entity provided that the Federal
awarding agency or pass-through entity has made a determination that the Federal interest
is adequately protected. If such a determination has not been made, the minimum
requirements must be as follows:
(a) A bid guarantee from each bidder equivalent to five percent of the bid price. The
“bid guarantee” must consist of a firm commitment such as a bid bond, certified
check, or other negotiable instrument accompanying a bid as assurance that the
bidder will, upon acceptance of the bid, execute such contractual documents as may
be required within the time specified.
(b) A performance bond on the part of the contractor for 100 percent of the contract
price. A “performance bond” is one executed in connection with a contract to secure
fulfillment of all the contractor's requirements under such contract.
(c) A payment bond on the part of the contractor for 100 percent of the contract
price. A “payment bond” is one executed in connection with a contract to assure
payment as required by law of all persons supplying labor and material in the
execution of the work provided for in the contract
L. Special Statutory Conditions
1. Texas Government Code - Chapter 2271. Prohibition on Contracts with Companies
that Boycott Israel. By signing this Agreement, the CONSULTANT certifies that, if it
is a company with at least 10 full-time employees and has a value of at least $100,000
that is paid wholly or partly from public funds, that it:
a. does not boycott Israel; and
b. will not boycott Israel during the term of the contract.
2. Texas Government Code - Chapter 2274. Prohibition on Contracts with Companies
that Discriminate Against Firearm and Ammunition Industries. By signing this
Agreement, the CONSULTANT certifies that, if it is a company with at least 10 full-
time employees and has a value of at least $100,000 that is paid wholly or partly from
public funds, that it:
a. does not have a practice, policy, guidance, or directive that discriminates
against a firearm entity or firearm trade association; and
b. will not discriminate during the term of the contract against a firearm entity or
firearm trade association.
3. Texas Government Code - Chapter 2276. Prohibition on Contracts with Companies
Boycotting Certain Energy Companies. By signing this Agreement, the
CONSULTANT certifies that, if it is a company with at least 10 full-time employees
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Page 12 of 12
and has a value of at least $100,000 that is paid wholly or partly from public funds,
that it:
a. does not boycott energy companies; and
b. will not boycott energy companies during the term of the contract.
V. Additional Contract Documents. The following specified documents attached to this Contract
are part of this Contract. Any provision contained in the Contractor’s Additional Contract Documents
that conflicts with this Contract shall have no legal effect.
A. Contractor’s Additional Contract Documents:
1. The contractor’s response to RFQ # 0623-03 (Exhibit C) shall be construed as
additional contract documents.
2. Executed Contractor Insurance Requirements & Agreement (required insurance
certificate[s] shall be in possession of City at actual commencement of work).
B. City’s Additional Contract Documents:
1. Scope of Services as listed on the attached.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
1920 Country Place Parkway, Suite 400 | Pearland, Texas 77584 | 281.993.4952 | fax 281.993.8086 | www.cobbfendley.com
TBPE Firm Registration No. F-274 | TBPLS Registration No. 10046700
December 8, 2023
Mr. Jameson Appel
Assistant Director of Capital Projects
City of Pearland Engineering and Public Works
2016 Old Alvin Rd
Pearland, TX 77581
Re: Proposal for Professional Engineering Services
City of Pearland CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements and Hickory
Slough Slope Replacement
CobbFendley Project No. _________________
Dear Mr. Appel:
Cobb, Fendley & Associates, Inc. (CobbFendley) is pleased to submit this proposal for
professional engineering services in conjunction with the CDBG-MIT Hickory Creek Subdivision,
Garden Acres Subdivision, Herridge Miller/Brookland Acres Subdivision Drainage
Improvements and Hickory Slough Slope Replacement project in Pearland, Texas.
CobbFendley proposes to provide the Scope of Services, and Compensation, Schedule and
Level of Effort (LOE) for the specified grant project areas.
Thank you for the opportunity to submit on these important CDBG-MIT drainage projects.
Please advise if you have any questions or require additional information.
Sincerely,
COBB, FENDLEY & ASSOCIATES, INC.
Brad Matlock, P.E.
Region Manager, Vice President
Enclosures
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 1 of 13
ATTACHMENT A
SCOPE OF SERVICES & COMPENSATION
Cobb, Fendley & Associates, Inc.
Proposal for Professional Engineering Services for
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision, Herridge
Miller/Brookland Acres Subdivision Drainage Improvements and
Hickory Slough Slope Replacement
Project Limits and Background
The overall project includes four independent project locations comprising of Hickory
Creek Subdivision, Garden Acres Subdivision, Herridge Miller/Brookland Acres
Subdivision Drainage Improvements and Hickory Slough Slope Replacement. See
Attachment C for project limits. The neighborhoods are comprised of single-family
homes along asphalt streets with roadside open ditch drainage and currently no
sidewalks. The project scope includes street replacement, roadside drainage
improvements, regrading and slope replacement as identified in the City of Pearland
GLO CDBG-MIT grant application.
General
Cobb, Fendley & Associates, Inc. (CobbFendley) will perform professional engineering
services as follows: provide topographic survey, drainage study, drainage design,
geotechnical engineering, civil design drawings for construction, bid phase services and
construction administration phase services. A draft schedule along with Level of
Effort(LOE) for the scope of services through construction is provided as Attachments D
and E.
Sub Consultants
CobbFendley shall subcontract the geotechnical investigation, environmental review and
any other services not specifically offered by CobbFendley to perform the tasks described
in this scope of service. Below is a list of the consultants that we anticipate on using for
this project:
• Geotechnical Investigation – Geotest Engineering, Inc.
• Environmental – Compass Environmental Solutions
Construction Estimate
The preliminary Opinion of Probable Construction Cost for each of the four projects is
included as Attachment F. Limited preliminary data was available for two of the projects
not previously evaluated by CobbFendley, which resulted in following prior construction
cost estimates available from the City during the development of this proposal.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 2 of 13
BASIC SERVICES
CobbFendley will provide the following engineering services as part of its basic service for
each of the three identified neighborhood projects. The Hickory Slough Slope
Replacement project will follow the same scope with the exception of performing a
drainage analysis. The specific items of service include:
Preliminary Engineering and Design:
1. Coordination, data collection and review
a. Attend Design Kick-off meeting with City to review City’s objectives
b. Review adjacent projects, current and future, to identify any interplay or
impact to or from proposed projects.
i. Identify any requirements stemming from this relationship if it exists
c. Identify existing data sources and resources currently held by the City and
make arrangements to obtain this information
d. Identify any gaps in this data and make arrangements to supplement
through other sources, specifically:
i. Survey
ii. Geotechnical
e. Perform preliminary site visits.
2. Drainage analysis as part of the Preliminary Engineering Phase
a. Review documented drainage PER findings available with the City and
perform additional hydrologic calculations for the required 3-, 10-, and 100-
year Atlas 14 rainfall events to confirm or supplement available PER data,
if additional review is required.
b. Create XP-SWMM hydraulic model based upon received topographic
survey data to represent existing drainage condition, if additional review is
required beyond the available PER data.
c. Create inundation maps for the existing condition 3-, 10-, and 100-year
Atlas 14 rainfall events, if additional review is required beyond the available
PER data.
d. Identify problem areas.
e. Perform proposed condition analysis, if additional review is required
beyond the available PER data.
f. Create proposed condition XP-SWMM hydraulic model and analyze for
proposed condition 3-, 10-, & 100-year Atlas 14 rainfall events, if additional
review is required beyond the available PER.
g. Meet with COP to discuss findings and review of PER data for final design.
3. Determine culvert pipe sizes, inlet sizes, develop flow line elevations, tailwater
elevations and preliminary HGL’s.
4. Perform the utility and investigation work involving the research and identification
of all private and public utilities within the project limits.
a. Research the existence of public utilities such as sanitary, storm sewer and
waterlines.
b. Request any additional information from private utilities (CenterPoint Gas,
CenterPoint Electric, AT&T and Others) and pipeline.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 3 of 13
c. Identify potential conflicts between the existing utilities and the proposed
project improvements.
d. Coordinate with Utility Company’s on plans for relocations and provide
updated project design information.
5. Prepare cover sheet, legend and P&P key notes.
6. Prepare project layouts of existing and proposed, storm sewers, street pavement
reconstruction and existing utilities.
7. Prepare 50% plans consisting of plan & existing profile, specifications and
topographic survey with abstracted parcel data.
8. Prepare preliminary opinion of probable construction cost with a 20% contingency.
9. Coordinate with COP Urban Forester regarding trees within and near construction
zone and provide notes for preservation.
Final Engineering and Design:
1. Coordinate with external regulatory agencies and identify and incorporate changes
from adjacent projects.
2. Incorporate review comments and revisions into preparation of 90% plans
including, but not limited to:
a. Calculate hydraulic grade lines within the system for the 3 year event (33%)
and design for the 100 year (1%) event with overland flow, where drainage
capacity in the ROW will accept the extreme event conditions.
b. Prepare drainage plan and profiles for culverts and associated ditches.
Finalize storm sewer design based on preliminary engineering comments.
3. CobbFendley will provide typical section sheets prepared for the existing and
proposed roadway. Typical section information will include:
a. Station Limits
b. Profile Grade Line Location
c. Centerline and Baseline Locations
d. Pavement Section
e. Pavement Cross Slopes
f. Sidewalks
4. Identify utility conflicts with private and other public utilities, submit plans to all
affected entities and attend a City Utility Relocation Conference to coordinate
relocation schedule and efforts.
5. CobbFendley will provide roadway plan and profile drawings using CADD
standards as required by the City. The drawings will consist of a plan and profile
view of existing features and proposed improvements.
Plan view will include:
a. Roadway centerlines and baselines
b. Pavement edges for all improvements
c. Lane and pavement width dimensions
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 4 of 13
d. Proposed structure locations
e. Existing utilities and structures
f. Benchmark information
g. Pavement Details
Profile view will include:
a. Existing and proposed profiles along the proposed centerline
Existing and Proposed Grade Lines for pavement and natural
ground along the project centerline.
Notes: Storm Sewer Plan and Profiles and Roadway Plan and Profiles will be
included on the same Sheet. Plan and Profile sheets will be prepared
on 22”x34” format sheets.
6. Review Geotechnical Report and incorporate the pavement design as
recommended.
7. Provide construction plan drawings. The plans will include, at a minimum, the
following.
• Cover Sheet • Storm Sewer Layout
• Overall Project Layout
• Typical Cross Sections
• Survey Control Map
• Plan and Profile Sheets
• SWPP Plan
• General Notes and Details
• Drainage Area Map
• Traffic Control Plan
8. CobbFendley will prepare Storm Water Pollution Prevention Plan (SW3P) sheets
and details based on the latest NPDES, and City standards to minimize the
potential impact to receiving waterways. The SW3P sheets will include:
a. Erosion control measures to be used
b. Locations of erosion control devices
c. Phasing of erosion control measures
d. Permanent erosion control measures
e. Erosion control measure detail sheet(s)
9. CobbFendley will prepare Traffic Control Plan (TCP) sheets in accordance with the
Texas Manual on Uniform Traffic Control Devices (TMUTCD) for Streets and
Highways (latest edition). Plans sheets will include the following:
a. Written narrative of the construction sequencing and work activities per
phase.
b. Existing and proposed traffic control devices (regulatory signs, warning
signs, guide signs, route markers, construction pavement markings,
barricades, flag personnel, temporary traffic signals, etc.) to be used to
handle traffic during each construction sequence.
c. Typical sections for each phase
d. Proposed traffic control devices at grade intersections during each
construction phase (stop signs, flagperson, signals, etc.).
e. Temporary roadways, structures and detours required to maintain lane
continuity throughout the construction phasing.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 5 of 13
f. Continuous, safe access to each adjacent property during all phases of
construction and to preserve existing access.
g. Temporary drainage to replace existing drainage disturbed by construction
activities or to drain detour pavement.
h. Interim signing for every phase of construction. Interim signing must
include regulatory, warning, construction, route, and guide signs.
i. Maintain continuous access to abutting properties during all phases of the
TCP.
10. CobbFendley will provide construction document deliverables based on the
milestone submittals below:
a. 50% Milestone Submittal:
i. 2 sets of 22”x34” plan sheets for City review.
ii. Technical specifications
iii. Opinion of Probable Construction Cost
iv. Digital Copy of the submittal and previous items in .pdf format
b. 90% Milestone Submittal:
i. 2 sets of 22”x34 plan sheets for City review.
ii. 1 project manual with specifications for City Review.
iii. Opinion of Probable Construction Cost
iv. Digital Copy of the submittal and previous items in .pdf format
c. Final Milestone Submittal:
i. 2 sets of 22”x34” plan sheets for City review.
ii. 1 project manual with specifications for City Review.
iii. Opinion of Probable Construction Cost
iv. Construction schedule.
v. Digital Copy of the submittal and previous items in .pdf format
11. Fully develop engineer’s opinion of probable construction cost for each item of
work including plan quantities.
12. Prepare bid form identifying each item and its planned quantity and include
supplemental work items.
13. Once all comments are received by all entities involved, CobbFendley will finalize
the construction documents for bidding.
Bid Phase Services:
1. Provide final documents for a maximum of 4 independent bid advertisements, one
for each grant project. The following services will be provided for each of the
advertisements.
2. Provide Notice to Bidders (NTB) to the Project Manager in an electronic form
appropriate for the City’s e-bid system format. City is responsible for advertising.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 6 of 13
3. Reproduce and disseminate (2) two bid sets to the City PM (1), Purchasing (1) and
interested bidders
4. Chair pre-bid meeting and attend the Bid Opening
5. Respond in writing to questions from bidders and prepare addenda as necessary.
6. Prepare Engineer’s Recommendation of Award Letter that includes the following
required content:
a. Check for math errors and reconcile any mathematical discrepancies
b. Review for unbalanced bid items
c. Certified Bid Tabulation including Engineer’s estimate
d. Review of contractor’s financial standing and references provided
e. Explanation of discrepancies between the Engineer’s estimate and bids
f. Recommendation to award
7. Attend City Council meeting and recommendation for award of Contract for
Construction.
8. Produce and transmit to selected contractor five (5) sets of project manuals ready
for execution with City’s Notice of Intent to Award (NOI)
Construction Administration:
1. Attend pre-construction meeting to provide information & answer questions.
2. Attend bi-weekly progress meetings with Construction Manager, Contractor &
City of Pearland. Assumed 12 months(max) combined construction duration.
3. Review and approve, or take other appropriate action upon, Contractor's
submittals such as Shop Drawings, Product Data and Samples, but only for the
limited purpose of checking for conformance with information given and the
design concept expressed in the Contract Documents.
4. Review and provide responses to Request for Information (RFIs).
5. Review, comment and provide for client approval Contractor Proposals, and
Request for Change Orders (RCO). Coordinate with Construction Manager on
Proposals & Change Orders using the City of Pearland’s project management
system.
6. Provide interpretive guidance for Contractor, Construction Manager in resolution
of problems.
7. Conduct Substantial Completion Inspection with CM or PM to:
a. review progress of work for Substantial Completion walk through
b. generate a punch list of items for correction
c. substantiate items that are completed
d. issue both Certificate of Substantial Completion (signed/sealed from
Design Engineer) & Final Acceptance or 2nd walk through.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 7 of 13
ADDITONAL SERVICES
Surveying:
CobbFendley, as the project surveyor shall:
1. Establish horizontal and vertical project control within the project limits based on
City of Pearland local control. If required and data is available, project will be tied
to adjacent City of Pearland projects for continuity.
2. Collect cross-section data within the project limits at 100-foot intervals. Cross
sections shall consist of natural ground, pavement edges, crown of road,
roadside ditches and any visible grade breaks in between:
3. Perform a One-Call request for existing utilities prior to conducting field survey.
Surveyor shall keep a record of all correspondence.
4. Locate all pipelines and associated markers, vents, and test leads. Provide the
following Information for each line (Company Name, Contact Number, Pipe
Material (if provided), Depth (if toned/probed by owner, not the surveyor), and
Product Type as indicated on record drawings provided to surveyor or verified by
the Texas Railroad Commission GIS Online Maps.
5. Locate existing overhead and visible indication of underground utilities. Surveyor
is not performing subsurface excavation or field utility designation.
6. Surveyor will also collect measure downs and pipe sizes and direction of sanitary
and storm sewer utilities.
7. Locate topographical features and existing improvements (eg., mail boxes
(including type), traffic speed bumps or dips, street lights, street signs,
landscaping limits, widths of driveways, curb and gutter, edge of asphalt
pavement, etc).
8. Locate Trees 8” in diameter and larger. Provide Tree species and trunk caliper
size in inches as well as the drip line.
9. Tie in pavement limits, including type.
Geotechnical Investigation
1. The geotechnical investigation will be performed by Geotest Engineering, Inc. in
accordance with the attached proposal. A geotechnical report will include
geotechnical engineering recommendations on subgrade preparation, pavement
design for streets and storm sewer construction considerations.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 8 of 13
Exclusions for the Scope of Services:
The services described above are the identified BASIC AND ADDITIONAL SERVICES
for this assignment. Other items that may arise during the course of the project that the
City may wish to add to the scope of services shall be deemed as SUPPLEMENTAL
ADDITIONAL SERVICES. CobbFendley shall undertake such supplemental additional
services as assigned by the City upon written direction from the City. Examples of such
items are as follows:
1. Attending or Conducting Public meetings.
2. Acquisition of Property or Easements.
3. Boundary Survey
4. Easement Documents (Metes and Bounds and Parcel Exhibits)
5. Construction Staking
6. Subsurface Utility Engineering (SUE) Level A or B
7. Urban Forestry Services
8. Environmental Services including USACE permitting beyond the scope provided.
9. TDLR plan submittal, review or permitting.
10. Design for drainage mitigation (i.e. inline or pond storage) based on proposed
flows.
11. Construction Management and Quality Control (QC) inspections, full or part time,
during the construction phase of the project.
12. Preparing Construction Pay Estimates
13. Construction Materials Testing (CMT) Services
14. Bidding each project more than once
15. Any other services not specifically included within the description of the Basic
Services and Additional Services as described above.
If supplemental services are requested by the City, CobbFendley will provide the City
with a separate proposal for the supplemental work.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 9 of 13
ATTACHMENT B
BASIS OF COMPENSATION
The BASIC AND ADDITIONAL rendered under this proposal shall be based on fees for
phases of the work as shown below. Each service is totaled with a breakdown by grant
project immediately below.
BASIC SERVICES
1. Preliminary Engineering and Design (Lump Sum) ............................. $163,252
Hickory Creek Subdivision ....................................................................$97,554
Garden Acres Subdivision ....................................................................$49,927
Herridge Miller – Brookland Acres ........................................................$6,617
Hickory Slough Slope Replacement ......................................................$9,154
2. Final Engineering and Design (Lump Sum) ........................................ $484,273
Hickory Creek Subdivision ....................................................................$259,864
Garden Acres Subdivision ....................................................................$161,394
Herridge Miller – Brookland Acres ........................................................$35,297
Hickory Slough Slope Replacement ......................................................$27,718
3. Bid Phase Services (Lump Sum) .......................................................... $16,724
Hickory Creek Subdivision ....................................................................$4,802
Garden Acres Subdivision ....................................................................$4,802
Herridge Miller – Brookland Acres ........................................................$3,693
Hickory Slough Slope ...........................................................................$3,427
4. Construction Administration Services (Time and Materials) ............. $100,541
Hickory Creek Subdivision ....................................................................$56,123
Garden Acres Subdivision ....................................................................$31,492
Herridge Miller – Brookland Acres ........................................................$7,468
Hickory Slough Slope Replacement ......................................................$5,458
ADDITIONAL SERVICES
1. Surveying (Lump Sum) ......................................................................... $332,994
Hickory Creek Subdivision ....................................................................$149,115
Garden Acres Subdivision ....................................................................$128,956
Herridge Miller – Brookland Acres ........................................................$39,149
Hickory Slough Slope Replacement ......................................................$15,774
2. Geotechnical Investigation (Lump Sum) ............................................... $61,169
Hickory Creek Subdivision ....................................................................$19,789
Garden Acres Subdivision ....................................................................$15,104
Herridge Miller – Brookland Acres ........................................................$18,939
Hickory Slough Slope Replacement ......................................................$7,337
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 10 of 13
3. Environmental Review (Lump Sum) ...................................................... $31,100
Equivalent Fee between all four projects.
TOTAL, Basic, Additional Services incl. Reimbursables ........................... $1,190,053*
*See breakdown below for totals by grant project.
OVERALL TOTAL BREAKDOWN BY GRANT PROJECT
Hickory Creek Subdivision ....................................................................$595,022
Garden Acres Subdivision ....................................................................$399,450
Herridge Miller – Brookland Acres ........................................................$118,938
Hickory Slough Slope Replacement ......................................................$76,643
The Compensation to be paid to CobbFendley for providing the SERVICES rendered
under this proposal shall be Lump Sum and Hourly. Hourly Rates and Reimbursable
Expenses will be in accordance with the attached provided rate sheet.
The Basic and Additional Service fees, both as a whole and project specific, are based
on completion of all projects listed within the scope of work. Removal or significant
reduction in project scope will require a budget adjustment.
The Compensation for any other Additional or Supplemental Services which the City
desires to be added to the work scope of the project shall be negotiated.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 11 of 13
2023 Standard Rate Schedule
Senior Engineer V or Principal ................................................................... $330.00/HR
Senior Engineer IV or Project Manager V ................................................... $314.00/HR
Senior Engineer III or Project Manager IV .................................................. $307.00/HR
Senior Engineer II or Project Manager III .................................................... $275.00/HR
Senior Engineer I or Project Manager II...................................................... $250.00/HR
Engineer III or Project Manager I ................................................................ $199.00/HR
Engineer II .................................................................................................. $172.00/HR
Engineer I ................................................................................................... $142.00/HR
Graduate Engineer II. ................................................................................. $131.00/HR
Graduate Engineer. .................................................................................... $119.00/HR
Sr. Project Coordinator…. .......................................................................... $158.00/HR
Project Coordinator. ................................................................................... $109.00/HR
Senior Technician III (GIS, Telecom, Utility, CAD, Field) ............................ $188.00/HR
Senior Technician II (GIS, Telecom, Utility, CAD, Field) ............................. $164.00/HR
Senior Technician I (GIS, Telecom, Utility, CAD, Field) .............................. $142.00/HR
Technician III (GIS, Telecom, Utility, CAD, Field) ....................................... $121.00/HR
Technician II (GIS, Telecom, Utility, CAD, Field) ........................................ $102.00/HR
Technician I (GIS, Telecom, Utility, CAD, Field) ........................................... $75.00/HR
Licensed State Land Surveyor ................................................................... $267.00/HR
Senior Registered Professional Land Surveyor. ......................................... $250.00/HR
Registered Professional Land Surveyor ..................................................... $199.00/HR
Project Surveyor. ........................................................................................ $172.00/HR
Certified Photogrammetrist. ........................................................................ $226.00/HR
4 Person Survey Crew ............................................................................... $217.00/HR
3 Person Survey Crew ............................................................................... $194.00/HR
2 Person Survey Crew ............................................................................... $164.00/HR
1 Person Survey Crew ............................................................................... $119.00/HR
2 Person Hy-Drone Crew ........................................................................... $387.00/HR
2 Person UAV Drone Crew ......................................................................... $267.00/HR
Construction Manager III ............................................................................ $330.00/HR
Construction Manager II ............................................................................. $272.00/HR
Construction Manager I .............................................................................. $212.00/HR
Construction Observer III ........................................................................... $177.00/HR
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 12 of 13
Construction Observer II ............................................................................ $149.00/HR
Construction Observer I ............................................................................. $125.00/HR
Sr. Right-of-Way Agent III or ROW Project Manager III .............................. $275.00/HR
Sr. Right-of-Way Agent II or ROW Project Manager II ................................ $221.00/HR
Sr. Right-of-Way Agent I or ROW Project Manager I .................................. $199.00/HR
Right-of-Way Agent III or ROW Attorney .................................................... $177.00/HR
Right-of-Way Agent II ................................................................................. $155.00/HR
Right-of-Way Agent I .................................................................................. $122.00/HR
Right-of-Way Technician. ........................................................................... $111.00/HR
Administrative............................................................................................. $119.00/HR
Clerical ......................................................................................................... $91.00/HR
Field Data Device .................................................................................. $40.00/HR/unit
SUBSURFACE UTILITY ENGINEERING
Two-Man Designating Crew (4-Hour Minimum) ............................................... $194/HR
One-Man Designating Crew (4-Hour Minimum) ............................................... $125/HR
Vacuum Excavation Truck with 2 Technicians (Vac 6000) (4-Hour Minimum) . $359/HR
Vacuum Excavation Truck with 2 Technicians (Vac 3000 & 4000) (4-Hour Minimum)
$335/HR
Ground Penetrating Radar with 1 Technician (4-Hour Minimum) ..................... $296/HR
Traffic Control Officer ............................................................................. @ Cost + 10%
Traffic Control (Lane Closures, etc.) ................................................... To Be Negotiated
Permits (Local, State, etc.) ..................................................................... @ Cost + 10%
Designation, Location & Traffic Control Vehicles ........................................... $6.50/Mile
REIMBURSABLE EXPENSES
Consultant or Specialty Contractor (Outside Firm) ................................. @ Cost + 10%
Courier, Special Equipment Rental ......................................................... @ Cost + 10%
Reasonable Out of Town Travel Expenses (Air, Hotel, Rental, etc.) .................. @ Cost
Mileage (Standard Car or Truck) ..................................................... IRS Approved Rate
Per Diem for Out of Town Travel (Per Day/Person) ................. GSA Standard Rate/Day
Title Plant Charges ................................................................................. @ Cost + 10%
Other Misc. Expenses Related to the Project ......................................... @ Cost + 10%
In-House Reproduction:
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
City of Pearland December 8, 2023
CDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision,
Herridge Miller/Brookland Acres Subdivision Drainage Improvements
and Hickory Slough Slope Replacement
Page 13 of 13
➢ Copies (Up to 11” x 17”) ...................................................................... $0.15/Each
➢ Color Prints (Up to 11” x 17”) .............................................................. $1.50/Each
➢ Color Prints (Larger than 11” x 17”) ................................................... $3.00/Sq. Ft.
➢ Bluelines (All Sizes) ............................................................................ $1.00/Each
➢ Bond Prints (All Sizes) ........................................................................ $2.00/Each
➢ Mylar Prints ....................................................................................... $12.00/Each
➢ Vellum Prints ...................................................................................... $9.00/Each
(*) Technology charges added to each billable man-hour.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
800 ft
N➤➤N
Image Lands at / Copernicus
Image Lands at / Coper nicus
Image Lands at / Coper nicus
ATTACHMENT C
Hickory Creek Flood Drainage Improvements
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
800 ft
N➤➤N
Image Lands at / Copernicus
Image Lands at / Coper nicus
Image Lands at / Coper nicus
ATTACHMENT C (cont.)
Garden Acres Flood Drainage Improvements
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
1000 ft
N➤➤N
Image Lands at / Coper nicus
Image Lands at / Coper nic us
Image Lands at / Coper nic us
ATTACHMENT C (cont.)
Herridge Miller - Brookland Acres Flood Drainage Improvements
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
300 ft
N➤➤N
Image Lands at / Copernicus
Image Lands at / Coper nicus
Image Lands at / Coper nicus
ATTACHMENT C (cont.)
Hickory Slough Embankment Slope Replacement
HICKORY SLOUGHDocusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
IDTask NameDurationStartFinish1PHASE 1 - PRELIMINARY DESIGN146 daysThu 2/1/24Thu 8/22/242NTP0 daysThu 2/1/24Thu 2/1/243Topographic Survey134 daysThu 2/1/24Tue 8/6/244Geotechnical Investigation45 daysThu 2/1/24Wed 4/3/245Prepare P&P's65 daysFri 5/3/24Thu 8/1/246Existing Condition Drainage Analysis14 daysFri 5/3/24Wed 5/22/247Proposed Condition Drainage Analysis24 daysThu 5/23/24Tue 6/25/248Coordinate & Prepare Final H&H14 daysWed 6/26/24Mon 7/15/249Submit 50% Plans1 dayFri 8/2/24Fri 8/2/241050% Review by City Staff14 daysMon 8/5/24Thu 8/22/2411PHASE 2 - FINAL DESIGN, BID and AWARD176 daysFri 8/23/24Fri 4/25/251290% Design60 daysFri 8/23/24Thu 11/14/2413Submit 90% Design1 dayFri 11/15/24Fri 11/15/241490% Design Review by City Staff14 daysMon 11/18/24Thu 12/5/2415Final Drawings Complete21 daysFri 12/6/24Fri 1/3/2516Final Approved Bid Package10 daysMon 1/20/25Fri 1/31/2517Project Advertise 21 daysMon 2/3/25Mon 3/3/2518Project Bid Opening1 dayTue 3/4/25Tue 3/4/2519Construction Contract Award1 dayFri 4/25/25Fri 4/25/2520PHASE 3 - CONSTRUCTION410 daysThu 5/15/25Wed 12/9/2621Construction NTP1 dayThu 5/15/25Thu 5/15/2522Construction395 daysFri 5/16/25Thu 11/19/2623Submit Record Drawings14 daysFri 11/20/26Wed 12/9/262/18/211/151/33/44/255/15Qtr 1, 2024Qtr 2, 2024Qtr 3, 2024Qtr 4, 2024Qtr 1, 2025Qtr 2, 2025Qtr 3, 2025Qtr 4, 2025Qtr 1, 2026Qtr 2, 2026Qtr 3, 2026Qtr 4, 2026Qtr 1, 2027TaskMilestoneProject SummaryInactive TaskInactive MilestoneInactive SummaryManual TaskDuration-onlyManual Summary RollupManual SummaryStart-onlyFinish-onlyProgressManual ProgressCity of PearlandCDBG-MIT Hickory Creek Subdivision, Garden Acres Subdivision, Herridge Miller/Brookland Acres Subdivision Drainage Improvements and Hickory Slough Slope ReplacementPage 1Project: CDBG-MIT Hickory CreDrainage Improvements and HiDate: 12/4/23ATTACHMENT DDocusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT EDate: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ PRELIMINNARY ENGINEERING AND DESIGN(HICKORY CREEK SUBDIVISION DRAINAGE IMPROVEMENTS)Project Meetings (Kick-Off + 2 Meetings + Meeting Minutes)02020261,072$ Identify existing data sources and resources of the city 0 1 4 4 0 0 9 1,639 $
Review Adjacent Projects, current and future, to identify any interplay or impact0144009 1,639$ Field Visits and Data Collection 0 0 6 0 2 0 8 1,478 $
Review of PER H&H Analysis 0 2 16 24 0 0 42 7,142$
Analysis of Utility Relocation Effort 0 2 10 12 8 0 32 5,380$
Cover Sheet (Project Title; Location & Vicinity Map)0 0 1 2 4 0 7 1,051 $
Legends (Const. & Topo), Abbreviations & Plan & Profile Key Notes 0 0 1 4 4 0 9 1,335 $
Project Layout - Pavement Location Plan 0 1 1 12 9 0 23 3,456$
Project Layout – Existing & Proposed Storm Sewers 1 2 16 44 68 0 131 19,968$
Typical Sections 0 4 16 38 42 0 100 15,644$
Roadway Cross Sections(200ft intervals)0 4 8 24 30 0 84 10,360$
50% Plans consisting of Plan & Profile, Specifications, and Topographic Survey with parcel
data 1 16 48 56 74 4 199 33,218$
Subtotal Hours 2 31 117 216 239 4 609
Subtotal Fee (PRELIMINNARY ENGINEERING AND DESIGN)660$ 8,525$ 23,283$ 30,672$ 33,938$ 476$ 97,554$ FINAL DESIGN PHASE SERVICES(HICKORY CREEK SUBDIVISION DRAINAGE IMPROVEMENTS)Identify, plan for and incorporate upgrades in conjunction with drainage objectives and work
by city and BDD4, design criteria 2 16 26 0 0 0 44 10,234 $
Attend monthly progress/ update meetings at the City 0 16 0 0 0 8 24 5,352 $
Coordinate with external regulatory and permitting agencies, (BDD4 review and approval)2 16 16 0 0 0 34 8,244 $
Storm Sewer Design 2 10 20 64 68 0 164 26,134$
Paving & Grading/Extreme Event Design 2 16 36 104 86 0 244 39,204 $
SWPPP plans and details 0 4 7 19 0 0 30 5,191$
Driveway Schedule 0 4 12 20 56 0 92 14,280$
Prepare Traffic Control plan 0 4 20 38 44 0 106 16,724$
Prepare standard details 0 0 4 22 16 0 42 6,192 $
Contract Documents (TOC, Intro Info, Bid Reqmt, Contract Reqmt)0 7 13 0 0 10 30 5,702 $
Technical Specifications 0 4 16 0 0 10 30 5,474 $
Sheet by Sheet Quantity Take-off and Cost Estimate 0 2 7 60 74 4 147 21,447$
Prepare Construction Plans and Specifications at 90%2 16 34 62 78 0 192 31,706$
Utility Conflict Coordination 0 7 16 42 20 0 85 13,913$
Submit 90% plans to Utility companies 0 7 20 0 0 0 27 5,905 $
90% comment revisions 2 10 22 32 24 4 94 16,216$
QA/QC 4 7 18 0 0 0 29 6,827 $ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Senior Technician I Admin / ClericalTotal HoursEngineer IDocusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Senior Technician I Admin / ClericalTotal HoursEngineer ITechnical Review Committee, preparation and meeting 2 7 12 24 0 4 49 8,857$
Address TRC comments, prepare minutes and provide final documentation for signatures 2 4 16 8 8 8 46 8,168 $
Prepare bid sets via the City's e-bid system 2 2 4 8 0 8 24 4,094 $
Subtotal Hours 22 159 319 503 474 56 1533
Subtotal Fee (FINAL DESIGN PHASE SERVICES)7,260$ 43,725$ 63,481$ 71,426$ 67,308$ 6,664$ 259,864$ BID PHASE SERVICES (HICKORY CREEK SUBDIVISION DRAINAGE IMPROVEMENTS)Provide Notice to Bidders (NTB) and list of bid items to the Project Manager in an electronic
form appropriate for the e-bid system 0 2 0 2 0 0 4 834 $
Chair pre-bid meeting and attend Bid Opening 0 1 1 0 0 0 2 474 $
Respond in writing to questions from bidders and prepare addenda 0 2 2 0 0 0 4 948 $
Prepare Engineer's Recommendation of Award 0 1 2 0 0 1 4 792 $
Attend City Council meeting 0 0 0 0 0 0 0 -$
Produce and transmit to selected contractor five (5) sets of plans and project manuals in
hard copy 0 1 2 4 0 1 8 1,360 $
Reproduce and disseminate bid sets 0 1 0 0 0 1 2 394 $
Subtotal Hours0 8 7 6 0 324
Subtotal Fee (BID PHASE SERVICES)-$ 2,200$ 1,393$ 852$ -$ 357$ 4,802$ CONSTRUCTION ADMINISTRATION (HICKORY CREEK SUBDIVISION DRAINAGE IMPROVEMENTS)PRE-CONSTRUCTION
attend pre-construction meeting 0 0 2 2 0 0 4 682 $
CONTRACTOR SUBMITTALS
review/approve submittals, rfis, contractor proposals, request for co's 0 12 20 6 0 0 38 8,132 $
REQUESTS FOR INFORMATION0
provide interpretive guidance for contractor 0 12 22 0 0 0 34 7,678 $
MEETINGS AND SITE VISITS
attend bi-weekly progress meetings 0 8 72 20 0 0 100 19,368 $
add'l meetings-contractor, public, city, etc. 0 8 28 0 0 0 36 7,772 $
PROJECT CLOSE-OUT
substantial completion inspection 0 8 0 4 0 0 12 2,768 $
generate punch list of items for correction 0 1 0 2 0 4 7 1,035 $
substantiate items that are completed 0 2 2 0 0 2 6 1,186 $
issue final completion &acceptance letter 0 2 0 0 0 2 4 788 $ Page 2 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Senior Technician I Admin / ClericalTotal HoursEngineer IRECORD DRAWINGS
provide record drawings based on contractor's as-builts 1 4 8 10 16 0 39 6,714 $
Subtotal Hours 1 57 154 44 16 8 280
Subtotal Fee (CONSTRUCTION ADMINISTRATION)330$ 15,675$ 30,646$ 6,248$ 2,272$ 952$ 56,123$ Page 3 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ PRELIMINARY ENGINEERING AND DESIGN (GARDEN ACRES SUBDIVISION DRAINAGE IMPROVEMENTS)Project Meetings (Kick-Off + 2 Meetings + Meeting Minutes)0101024655$ Identify existing data sources and resources of the city 0 1 2 2 0 0 5 957 $
Review Adjacent Projects, current and future, to identify any interplay or impact0122005 957$ Field Visits and Data Collection 0 0 4 0 2 0 6 1,080 $
Review of PER H&H Analysis 0 1 8 32 0 0 41 6,411$
Analysis of Utility Relocation Effort 0 1 2 4 3 0 10 1,667 $
Cover Sheet (Project Title; Location & Vicinity Map)0 0 1 1 2 0 4 625 $
Legends (Const. & Topo), Abbreviations & Plan & Profile Key Notes 0 0 1 2 2 0 5 767 $
Project Layout - Pavement Location Plan 0 1 6 8 16 0 31 4,877 $
Project Layout – Existing & Proposed Storm Sewers 1 1 8 24 38 0 72 11,001$
Typical Sections 0 2 4 8 16 0 30 4,754 $
Roadway Cross Sections(200ft intervals)0 2 4 14 20 0 84 6,174 $
50% Plans consisting of Plan & Profile, Specifications, and Topographic Survey with parcel
data 1 6 12 18 20 2 59 10,002$
Subtotal Hours 2 17 54 116 119 4 356
Subtotal Fee (PRELIMINNARY ENGINEERING AND DESIGN)660$ 4,675$ 10,746$ 16,472$ 16,898$ 476$ 49,927$ FINAL DESIGN PHASE SERVICES(GARDEN ACRES SUBDIVISION DRAINAGE IMPROVEMENTS)Identify, plan for and incorporate upgrades in conjunction with drainage objectives and work
by city and BDD4, design criteria 2 10 16 0 0 0 28 6,594 $
Attend monthly progress/ update meetings at the City 0 10 0 0 0 4 14 3,226 $
Coordinate with external regulatory and permitting agencies, (BDD4 review and approval)2 8 10 0 0 0 20 4,850 $
Storm Sewer Design 2 6 12 24 32 0 76 12,650$
Paving & Grading/Extreme Event Design 2 8 28 36 60 0 134 22,064$
SWPPP plans and details 0 2 4 12 0 0 18 3,050$
Driveway Schedule 0 2 6 16 36 0 60 9,128 $
Prepare Traffic Control plan 0 2 12 18 28 0 60 9,470 $
Prepare standard details 0 0 2 14 10 0 26 3,806 $
Contract Documents (TOC, Intro Info, Bid Reqmt, Contract Reqmt)0 4 8 0 0 6 18 3,406 $
Technical Specifications 0 2 10 0 0 6 18 3,254 $
Sheet by Sheet Quantity Take-off and Cost Estimate 0 1 4 38 40 2 85 12,385$
Prepare Construction Plans and Specifications at 90%2 8 20 62 54 0 146 23,312$
Utility Conflict Coordination 0 4 10 32 16 0 62 9,906 $
Submit 90% plans to Utility companies 0 4 16 0 0 0 20 4,284 $
90% comment revisions 2 6 10 36 24 2 80 13,058$
QA/QC 4 4 16 0 0 0 24 5,604 $ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal HoursPage 4 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal HoursTechnical Review Committee, preparation and meeting 2 4 8 12 0 2 28 5,294$
Address TRC comments, prepare minutes and provide final documentation for signatures 2 2 10 0 0 4 18 3,676 $
Prepare bid sets via the City's e-bid system 2 1 2 4 0 4 13 2,377 $
Subtotal Hours 22 88 204 304 300 30 948
Subtotal Fee (FINAL DESIGN PHASE SERVICES)7,260$ 24,200$ 40,596$ 43,168$ 42,600$ 3,570$ 161,394$ BID PHASE SERVICES (GARDEN ACRES SUBDIVISION DRAINAGE IMPROVEMENTS)Provide Notice to Bidders (NTB) and list of bid items to the Project Manager in an electronic
form appropriate for the e-bid system 0 2 0 2 0 0 4 834 $
Chair pre-bid meeting and attend Bid Opening 0 1 1 0 0 0 2 474 $
Respond in writing to questions from bidders and prepare addenda 0 2 2 0 0 0 4 948 $
Prepare Engineer's Recommendation of Award 0 1 2 0 0 1 4 792 $
Attend City Council meeting 0 0 0 0 0 0 0 -$
Produce and transmit to selected contractor five (5) sets of plans and project manuals in
hard copy 0 1 2 4 0 1 8 1,360 $
Reproduce and disseminate bid sets 0 1 0 0 0 1 2 394 $
Subtotal Hours0 8 7 6 0 324
Subtotal Fee (BID PHASE SERVICES)-$ 2,200$ 1,393$ 852$ -$ 357$ 4,802$ CONSTRUCTION ADMINISTRATION(GARDEN ACRES SUBDIVISION DRAINAGE IMPROVEMENTS)PRE-CONSTRUCTION
attend pre-construction meeting 0 0 2 0 0 0 2 398 $
CONTRACTOR SUBMITTALS
review/approve submittals, rfis, contractor proposals, request for co's 0 4 16 4 0 0 24 4,852 $
REQUESTS FOR INFORMATION0
provide interpretive guidance for contractor 0 6 16 0 0 0 22 4,834 $
MEETINGS AND SITE VISITS
attend bi-weekly progress meetings 0 34 0 0 0 0 34 9,350 $
add'l meetings-contractor, public, city, etc. 0 12 0 0 0 0 12 3,300 $
PROJECT CLOSE-OUT
substantial completion inspection 0 4 0 0 0 0 4 1,100 $
generate punch list of items for correction 0 2 0 0 0 2 4 788 $
substantiate items that are completed 0 2 0 0 0 2 4 788 $
issue final completion &acceptance letter 0 2 0 0 0 2 4 788 $ Page 5 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal HoursRECORD DRAWINGS
provide record drawings based on contractor's as-builts 1 4 8 0 16 0 29 5,294 $
Subtotal Hours 1 70 42 4 16 6 139
Subtotal Fee (CONSTRUCTION ADMINISTRATION)330$ 19,250$ 8,358$ 568$ 2,272$ 714$ 31,492$ Page 6 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ PRELIMINARY ENGINEERING AND DESIGN(HERRIDGE MILLER - BROOKLAND ACRES DRAINAGE IMPROVEMENTS)Project Meetings (Kick-Off + 2 Meetings + Meeting Minutes)0100001275$ Identify existing data sources and resources of the city 0 0 1 0 0 0 1 199 $
Review Adjacent Projects, current and future, to identify any interplay or impact0010001 199$ Field Visits and Data Collection 0 0 1 0 1 0 2 341 $
Review of PER H&H Analysis 0 0 1 1 0 0 2 341 $
Analysis of Utility Relocation Effort 0 0 1 1 1 0 3 483 $
Cover Sheet (Project Title; Location & Vicinity Map)0 0 0 1 0 0 1 142 $
Legends (Const. & Topo), Abbreviations & Plan & Profile Key Notes 0 0 0 1 0 0 1 142 $
Project Layout – Existing & Proposed Storm Sewers 0 0 1 2 2 0 5 767 $
Typical Sections 0 1 1 2 2 0 6 1,042 $
Roadway Cross Sections(200ft intervals)0 1 1 2 3 0 7 1,184 $
50% Plans consisting of Plan & Profile, Specifications, and Topographic Survey with parcel
data 0 1 2 3 2 1 9 1,502 $
Subtotal Hours 0 4 10 13 11 1 39
Subtotal Fee (PRELIMINNARY ENGINEERING AND DESIGN)-$ 1,100$ 1,990$ 1,846$ 1,562$ 119$ 6,617$ FINAL DESIGN PHASE SERVICES (HERRIDGE MILLER-BROOKLAND ACRES SUBDIVISION DRAINAGE IMPROVEMENTS)Identify, plan for and incorporate upgrades in conjunction with drainage objectives and work
by city and BDD4, design criteria 0 2 3 0 0 0 5 1,147 $
Attend monthly progress/ update meetings at the City 0 2 0 0 0 1 3 669 $
Coordinate with external regulatory and permitting agencies, (BDD4 review and approval)0 2 2 0 0 0 4 948 $
Storm Sewer Design 0 1 2 8 8 0 19 2,945 $
SWPPP plans and details 0 1 1 2 0 0 4 758 $
Driveway Schedule 0 1 1 6 8 0 16 2,462 $
Prepare Traffic Control plan 0 1 2 4 4 0 11 1,809 $
Prepare standard details 0 0 1 2 2 0 5 767 $
Contract Documents (TOC, Intro Info, Bid Reqmt, Contract Reqmt)0 1 2 0 0 1 4 792 $
Technical Specifications 0 1 2 0 0 1 4 792 $
Sheet by Sheet Quantity Take-off and Cost Estimate 0 1 1 6 7 1 16 2,439 $
Prepare Construction Plans and Specifications at 90%1 2 10 28 24 0 65 10,254$
Utility Conflict Coordination 0 1 2 6 3 0 12 1,951 $
Submit 90% plans to Utility companies 0 1 3 0 0 0 4 872 $
90% comment revisions 0 1 2 6 4 2 15 2,331 $
QA/QC 1 1 3 0 0 0 5 1,202 $ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal HoursPage 7 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal HoursTechnical Review Committee, preparation and meeting 0 1 2 2 0 2 7 1,195 $
Address TRC comments, prepare minutes and provide final documentation for signatures 0 1 2 0 0 2 5 911 $
Prepare bid sets via the City's e-bid system 0 1 2 1 0 2 6 1,053 $
Subtotal Hours 2 22 43 71 60 12 210
Subtotal Fee (FINAL DESIGN PHASE SERVICES)660$ 6,050$ 8,557$ 10,082$ 8,520$ 1,428$ 35,297$ BID PHASE SERVICES (HERRIDGE MILLER - BROOKLAND ACRES DRAINAGE IMPROVEMENTS)Provide Notice to Bidders (NTB) and list of bid items to the Project Manager in an electronic
form appropriate for the e-bid system 0 0 0 2 0 0 2 284 $
Chair pre-bid meeting and attend Bid Opening 0 1 1 0 0 0 2 474 $
Respond in writing to questions from bidders and prepare addenda 0 1 2 0 0 0 3 673 $
Prepare Engineer's Recommendation of Award 0 1 2 0 0 1 4 792 $
Attend City Council meeting 0 0 0 0 0 0 0 -$
Produce and transmit to selected contractor five (5) sets of plans and project manuals in
hard copy 0 1 2 2 0 1 6 1,076 $
Reproduce and disseminate bid sets 0 1 0 0 0 1 2 394 $
Subtotal Hours0 5 7 4 0 319
Subtotal Fee (BID PHASE SERVICES)-$ 1,375$ 1,393$ 568$ -$ 357$ 3,693$ CONSTRUCTION ADMINISTRATION (HERRIDGE MILLER - BROOKLAND ACRES DRAINAGE IMPROVEMENTS)PRE-CONSTRUCTION
attend pre-construction meeting 0 0 2 0 0 0 2 398 $
CONTRACTOR SUBMITTALS
review/approve submittals, rfis, contractor proposals, request for co's 0 0 2 2 0 0 4 682 $
REQUESTS FOR INFORMATION0
provide interpretive guidance for contractor 0 1 2 0 0 0 3 673 $
MEETINGS AND SITE VISITS
attend bi-weekly progress meetings 0 4 8 0 0 0 12 2,692 $
add'l meetings-contractor, public, city, etc. 0 1 2 0 0 0 3 673 $
PROJECT CLOSE-OUT
substantial completion inspection 0 0 2 0 0 0 2 398 $
generate punch list of items for correction 0 0 1 0 0 0 1 199 $
substantiate items that are completed 0 0 2 0 0 0 2 398 $ Page 8 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal Hoursissue final completion &acceptance letter 0 0 1 0 0 0 1 199 $
RECORD DRAWINGS
provide record drawings based on contractor's as-builts 0 1 3 0 2 0 6 1,156 $
Subtotal Hours 0 7 25 2 2 0 36
Subtotal Fee (CONSTRUCTION ADMINISTRATION)-$ 1,925$ 4,975$ 284$ 284$ -$ 7,468$ Page 9 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ PRELIMINNARY ENGINEERING AND DESIGN (HICKORY SLOUGH SLOPE REPLACEMENT)Project Meetings (Kick-Off + 1 Meetings + Meeting Minutes)0101013536$ Identify existing data sources and resources of the city 0 1 2 0 0 0 3 673 $
Review Adjacent Projects, current and future, to identify any interplay or impact0120003 673$ Field Visits and Data Collection 0 0 2 0 2 0 4 682 $
Cover Sheet (Project Title; Location & Vicinity Map)0 0 1 1 1 0 3 483 $
Legends (Const. & Topo), Abbreviations & Plan & Profile Key Notes 0 0 1 1 1 0 3 483 $
Project Layout - Pavement Location Plan 1 1 2 0 2 0 0 1,287 $
Project Layout – Existing & Proposed within Drainage Ditch 0 1 2 4 2 0 0 1,525 $
Typical Sections 0 1 2 0 2 0 0 957 $
Cross Sections 0 0 1 2 0 0 0 483 $
50% Plans consisting of Plan & Profile, Specifications, and Topographic Survey with parcel
data 1 1 1 2 2 0 0 1,372 $
Subtotal Hours 2 7 16 11 12 1 49
Subtotal Fee (PRELIMINNARY ENGINEERING AND DESIGN)660$ 1,925$ 3,184$ 1,562$ 1,704$ 119$ 9,154$ FINAL DESIGN PHASE SERVICES (HICKORY SLOUGH SLOPE REPLACEMENT)Identify, plan for and incorporate upgrades in conjunction with drainage objectives and work
by city and BDD4, design criteria 0 1 3 0 0 0 4 872 $
Attend monthly progress/ update meetings at the City 0 2 0 0 0 1 3 669 $
Coordinate with external regulatory and permitting agencies, (BDD4 review and approval)0 1 2 0 0 0 3 673 $
Paving & Grading/Extreme Event Design 0 1 4 6 6 0 17 2,775 $
Pavement Marking and Striping Plans 0 1 1 3 3 0 8 1,326 $
SWPPP plans and details 0 0 1 2 0 0 3 483 $
Prepare Traffic Control plan 0 0 2 2 4 0 8 1,250 $
Prepare standard details 0 0 1 3 2 0 6 909 $
Contract Documents (TOC, Intro Info, Bid Reqmt, Contract Reqmt)0 1 2 0 0 1 4 792 $
Technical Specifications 0 0 2 0 0 1 3 517 $
Sheet by Sheet Quantity Take-off and Cost Estimate 0 1 2 6 8 1 18 2,780 $
Prepare Construction Plans and Specifications at 90%0 2 4 10 12 0 28 4,470 $
Utility Conflict Coordination 0 0 2 5 3 0 10 1,534 $
Submit 90% plans to Utility companies 0 1 3 0 0 0 4 872 $
90% comment revisions 0 1 4 8 8 1 22 3,462 $
QA/QC 1 1 4 0 0 0 6 1,401 $
Technical Review Committee, preparation and meeting 1 1 2 2 0 1 7 1,406 $
Address TRC comments, prepare minutes and provide final documentation for signatures 0 1 2 0 0 1 4 792 $ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal HoursPage 10 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
ATTACHMENT E (cont.)Date: 12/8/23
HOURLY RATE 330 $ 275$ 199$ 142$ 142$ 119$ Total CostBASIC SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CDBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope ReplacementPrincipal / Senior EngineerProject Manager III Project Manager I Engineer I Senior Technician I Admin / ClericalTotal HoursPrepare bid sets via the City's e-bid system 0 1 1 1 0 1 4 735 $
Subtotal Hours 2 16 42 48 46 8 162
Subtotal Fee (FINAL DESIGN PHASE SERVICES)660$ 4,400$ 8,358$ 6,816$ 6,532$ 952$ 27,718$ BID PHASE SERVICES (HICKORY SLOUGH SLOPE REPLACEMENT)Provide Notice to Bidders (NTB) and list of bid items to the Project Manager in an electronic
form appropriate for the e-bid system 0 0 0 2 0 0 2 284 $
Chair pre-bid meeting and attend Bid Opening 0 1 1 0 0 0 2 474 $
Respond in writing to questions from bidders and prepare addenda 0 0 2 0 0 0 2 398 $
Prepare Engineer's Recommendation of Award 0 1 2 0 0 1 4 792 $
Attend City Council meeting 0 0 0 0 0 0 0 -$
Produce and transmit to selected contractor five (5) sets of plans and project manuals in
hard copy 0 0 2 4 0 1 7 1,085 $
Reproduce and disseminate bid sets 0 1 0 0 0 1 2 394 $
Subtotal Hours0 3 7 6 0 319
Subtotal Fee (BID PHASE SERVICES)-$ 825$ 1,393$ 852$ -$ 357$ 3,427$ CONSTRUCTION ADMINISTRATION (HICKORY SLOUGH SLOPE REPLACEMENT)PRE-CONSTRUCTION
attend pre-construction meeting 0 0 2 0 0 0 2 398 $
CONTRACTOR SUBMITTALS
review/approve submittals, rfis, contractor proposals, request for co's 0 0 0 2 0 0 2 284 $
REQUESTS FOR INFORMATION0
provide interpretive guidance for contractor 0 0 2 0 0 0 2 398 $
MEETINGS AND SITE VISITS
attend bi-weekly progress meetings 0 0 8 0 0 0 8 1,592 $
add'l meetings-contractor, public, city, etc. 0 0 2 0 0 0 2 398 $
PROJECT CLOSE-OUT
substantial completion inspection 0 0 1 0 0 0 1 199 $
generate punch list of items for correction 0 0 1 0 0 0 1 199 $
substantiate items that are completed 0 0 1 0 0 0 1 199 $
issue final completion &acceptance letter 0 0 1 0 0 0 1 199 $
RECORD DRAWINGS
provide record drawings based on contractor's as-builts 0 0 8 0 0 0 8 1,592 $
Subtotal Hours 0 0 26 2 0 0 28
Subtotal Fee (CONSTRUCTION ADMINISTRATION)-$ -$ 5,174$ 284$ -$ -$ 5,458$ Page 11 of 12Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Date: 12/8/23DESCRIPTIONAdditionalServices FeeAdditional Services (all items below are lump sum unless specified otherwise)Geotechnical 61,169$ Hickory Creek Subdivision19,789$ Garden Acres Subdivision15,104$ Herridge Miller - Brookland Acres18,939$ Hickory Slough7,337$ Route Topographic Survey incl TBMs332,994$ Hickory Creek Subdivision149,115$ Garden Acres Subdivision128,956$ Herridge Miller - Brookland Acres39,149$ Hickory Slough15,774$ Environmental Review31,100$ Total Additional Services Fee425,263$ ADDITIONAL SERVICES LEVEL OF EFFORT (LOE) FEE ESTIMATECity of Pearland CBG - MIT Garden Acres Subdivision, Hickory Creek Subdivision, Herridge Miller - Brookland Acres Subdivision Drainage Improvements, and Hickory Slough Slope Replacement12 of 12ATTACHMENT E (cont.)Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
1MOBILIZATION, DEMOBILIZATION, AND INSURANCE IN ACCORDANCE WITH THE BID CONTRACT DOCUMENTS (NO GREATER THAN 5% OF TOTAL BID)LS 1 $168,656 $168,6562
BARRICADES, SIGNS, AND TRAFFIC CONTROL, COMPLETE IN PLACE LS1$35,000 $35,0003REINFORCE FILTER FABRIC FENCELF20,112$2.50$50,2804
BLOCK SODDING, COMPLETE IN PLACESY 19,713$6$118,2805HYDROMULCH SEEDINGAC10$2,800 $28,000$400,2166REMOVE AND DISPOSE EXISTING STORM SEWER CULVERTS, AL L SIZES, COMPLETE IN PLACELF 5,359 $13 $69,6677
REMOVE AND DISPOSE EXISTING STORM INLET, COMPLETE IN PLACEEA26$500$13,0008REMOVE AND DISPOSE OFFSITE OF EXISTING DRIVEWAY (ALL THICKNESSES), COMPLETE IN PLACE SY 3,593 $14 $50,3029REMOVE AND DISPOSE OFFSITE OF EXISTING WALKWAY (ALL THICKNESSES), COMPLETE IN PLACE SY 104 $14 $1,46210
DITCH REGRADING, COMPLETE IN PLACELF 17,742$25$443,55011MILL AND DISPOSE EXISTING ASPHALT (2" MIN.) COMPLETE IN PLACESY22,750$5.50$125,12512
2-INCH HOT MIX ASPHALT SURFACE PAVEMENT, COMPLETE IN PLACESY22,750$30$682,50013
6-INCH REINFORCED CONCRETE DRIVEWAY, COMPLETE IN PLACESY 2,587$75$194,025142-INCH HOT MIX ASPHALT SURFACE PAVEMENT FOR ASPHALT AND GRAVEL DRIVEWAYS, COMPLETE IN PLACE SY 1,006 $80 $80,480156-INCH CRUSHED STONE FLEXIBLE BASE FOR ASPHALT AND GRAVEL DRIVEWAYS, COMPLETE IN PLACE SY 1,207 $120 $144,86416
4-INCH CONCRETE WALKWAY, COMPLETE IN PLACESF940$10$9,40017
18-INCH REINFORCED CONCRETE PIPE C-76 TYPE III, WITH RUBBER GASKETS, C/S SAND BED AND BACKFILL, COMPLETE IN PLACE LF 4,330 $145 $627,85018
24-INCH REINFORCED CONCRETE PIPE C-76 TYPE III, WITH RUBBER GASKETS, C/S SAND BED AND BACKFILL, COMPLETE IN PLACE LF 1,029 $165 $169,78519
GRATE INLET, COMPLETE IN PLACEEA26 $3,100 $80,60020
CONCRETE HEADWALL PER DETAIL, COMPLETE IN PLACEEA10 $1,750 $17,500$2,710,11021FULL DEPTH BASE REPAIR (8" CEMENT STABILIZED SAND SUBGRADE), COMPLETE IN PLACESY 4,550 $10 $45,50022
INSTALL EXTRA CRUSHED STONE FLEXIBLE BASE MATERIAL, COMPLETE IN PLACETON 500 $40 $20,000
23 INSTALL EXTRA CEMENT STABILIZED SAND BACKFILL, COM PLETE IN PLACE CY 100 $55 $5,500
24 ADJUST EXISTING MANHOLE TO FINISHED GRADE, COMPLET E IN PLACE EA 32 $1,100 $35,20025REPLACE SHORT SIDE WATER SERVICE LINES IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 25 $1,600 $40,00026REPLACE LONG SIDE WATER SERVICE LINES IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 19 $1,800 $33,30027SHORT SIDE SANITARY SEWER SERVICE IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 19 $1,800 $33,30028LONG SIDE SANITARY SEWER SERVICE IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 25 $2,000 $50,000$262,800$3,373,127$674,625$4,047,752OVERALL GRAND TOTALSUBTOTAL SECTION 2 - PAVING AND DRAINAGE ITEMSUNIT QUANTITY UNIT PRICETOTAL (BASE BID AND EXTRA WORK ITEMS)CONTINGENCY (20%)SECTION 3 - SUPPLEMENTAL ITEMSSECTION 3 - SUPPLEMENTAL ITEMSEXTRA WORK ITEMSCITY OF PEARLANDHICKORY CREEK PLACE SUBDIVISIONOPINION OF PROBABLE CONSTRUCTION COSTDECEMBER 2023SECTION 2 - PAVING AND DRAINAGE ITEMSTOTAL IN FIGURESSECTION 1 - GENERAL ITEMSSUBTOTAL SECTION 1 - GENERAL ITEMSBASE BID ITEMSITEM NO. ITEM DESCRIPTION UNIT MEASUREATTACHMENT F
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
1MOBILIZATION, DEMOBILIZATION, AND INSURANCE IN ACCORDANCE WITH THE BID CONTRACT DOCUMENTS (NO GREATER THAN 5% OF TOTAL BID)LS 1 $126,716 $126,7162
BARRICADES, SIGNS, AND TRAFFIC CONTROL, COMPLETE IN PLACE LS1$35,000 $35,0003REINFORCE FILTER FABRIC FENCELF13,026$2.50$32,5654
BLOCK SODDING, COMPLETE IN PLACESY 14,028$6$84,1675HYDROMULCH SEEDINGAC6$2,800 $16,800$295,2476REMOVE AND DISPOSE EXISTING STORM SEWER CULVERTS, AL L SIZES, COMPLETE IN PLACELF 4,065 $13 $52,8457REMOVE AND DISPOSE OFFSITE OF EXISTING DRIVEWAY (ALL THICKNESSES), COMPLETE IN PLACESY 2,990 $14 $41,8608REMOVE AND DISPOSE OFFSITE OF EXISTING WALKWAY (ALL THICKNESSES), COMPLETE IN PLACESY 9 $14 $1269DITCH REGRADING, COMPLETE IN PLACELF 12,625$25$315,62510MILL AND DISPOSE EXISTING ASPHALT (2" MIN.) COMPLETE IN PLACESY14,453$5.50$79,49211
2-INCH HOT MIX ASPHALT SURFACE PAVEMENT, COMPLETE IN PLACESY14,453$30$433,59012
6-INCH REINFORCED CONCRETE DRIVEWAY, COMPLETE IN PLACESY 1,387$75$104,025132-INCH HOT MIX ASPHALT SURFACE PAVEMENT FOR ASPHALT AND GRAVEL DRIVEWAYS, COMPLETE IN PLACE SY 1,603 $80 $128,240146-INCH CRUSHED STONE FLEXIBLE BASE FOR ASPHALT AND GRAVEL DRIVEWAYS, COMPLETE IN PLACE SY 1,924 $120 $230,83215
4-INCH CONCRETE WALKWAY, COMPLETE IN PLACESF75$10$7501618-INCH REINFORCED CONCRETE PIPE C-76 TYPE III, WITH RUBBER GASKETS,
C/S SAND BED AND BACKFILL, COMPLETE IN PLACE LF 1,746 $145 $253,17017
24-INCH REINFORCED CONCRETE PIPE C-76 TYPE III, WITH RUBBER GASKETS,
C/S SAND BED AND BACKFILL, COMPLETE IN PLACE LF 2,319 $165 $382,63518
30-INCH REINFORCED CONCRETE PIPE C-76 TYPE III, WITH RUBBER GASKETS,
C/S SAND BED AND BACKFILL, COMPLETE IN PLACE LF 164 $185 $30,34019
CONCRETE HEADWALL PER DETAIL, COMPLETE IN PLACEEA8 $1,750 $14,000$2,067,53020FULL DEPTH BASE REPAIR (8" CEMENT STABILIZED SAND SUBGRADE), COMPLETE IN PLACESY 2,891 $7 $20,23721
INSTALL EXTRA CRUSHED STONE FLEXIBLE BASE MATERIAL, COMPLETE IN PLACETON 500 $25 $12,500
22 INSTALL EXTRA CEMENT STABILIZED SAND BACKFILL, COM PLETE IN PLACE CY 100 $35 $3,500
23 ADJUST EXISTING MANHOLE TO FINISHED GRADE, COMPLET E IN PLACE EA 15 $1,100 $16,50024REPLACE SHORT SIDE WATER SERVICE LINES IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 17 $1,600 $27,20025REPLACE LONG SIDE WATER SERVICE LINES IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 16 $1,800 $28,80026SHORT SIDE SANITARY SEWER SERVICE IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 16 $1,800 $28,80027LONG SIDE SANITARY SEWER SERVICE IN CONFLICT WITH PROPOSED CONSTRUCTION, COMPLETE IN PLACE EA 17 $2,000 $34,000$171,537$2,534,314$506,863$3,041,177CITY OF PEARLAND GARDEN ACRES SUBDIVISIONOPINION OF PROBABLE CONSTRUCTION COSTDECEMBER 2023SECTION 2 - PAVING AND DRAINAGE ITEMSTOTAL IN FIGURESSECTION 1 - GENERAL ITEMSSUBTOTAL SECTION 1 - GENERAL ITEMSBASE BID ITEMSITEM NO.ITEM DESCRIPTION UNIT MEASUREOVERALL GRAND TOTALSUBTOTAL SECTION 2 - PAVING AND DRAINAGE ITEMSUNIT QUANTITY UNIT PRICETOTAL (BASE BID AND EXTRA WORK ITEMS)CONTINGENCY (20%)SECTION 3 - SUPPLEMENTAL ITEMSSECTION 3 - SUPPLEMENTAL ITEMSEXTRA WORK ITEMSATTACHMENT F (cont.)
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
1MOBILIZATION, DEMOBILIZATION, AND INSURANCE IN ACCORDANCE WITH THE BID CONTRACT DOCUMENTS (NO GREATER THAN 5% OF TOTAL BID)LS 1 $41,064.17 $41,064.172DEMOLITION AND REMOVALLF1960$20$39,200.003DITCH RE SODDINGLF1,540$8.00$12,320.00$92,584.17418" RCP CULVERTLF250$90$22,500.00524" CLASS IV RCP CULVERTLF800$100$80,000.00630" CLASS IV RCP CULVERTLF550$140$77,000.00736" CLASS IV RCP CULVERTLF220$150$33,000.00860" CLASS IV RCP CULVERTLF750$450$337,500.009STRUCTURAL CONCRETE FOR HEADWALLSCY30$1,250.00 $37,500.0010CONCRETE DRIVEWAY REPLACEMENTSY1,200$100$120,000.0011ASPHALT ROADWAY REPAIRSY480$80$38,400.0012DITCH RE GRADINGCY500$20$10,000.00$755,900.00$848,484.17$169,696.83$1,018,181.00CITY OF PEARLANDHERRIDGE MILLER - BROOKLAND ACRES SUBDIVISION DRAINAGE IMPROVEMENTSOPINION OF PROBABLE CONSTRUCTION COSTDECEMBER 2023SECTION 2 - PAVING AND DRAINAGE ITEMSTOTAL IN FIGURESSECTION 1 - GENERAL ITEMSSUBTOTAL SECTION 1 - GENERAL ITEMSBASE BID ITEMSITEM NO. ITEM DESCRIPTION UNIT MEASURESUBTOTAL SECTION 2 - PAVING AND DRAINAGE ITEMSUNIT QUANTITY UNIT PRICEOVERALL GRAND TOTALTOTAL (BASE BID ITEMS)CONTINGENCY (20%)ATTACHMENT F (cont.)
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
1MOBILIZATION, DEMOBILIZATION, AND INSURANCE IN ACCORDANCE WITH THE BID CONTRACT DOCUMENTS (NO GREATER THAN 5% OF TOTAL BID)LS 1 $23,341.67 $23,341.672
BARRICADES, SIGNS, AND TRAFFIC CONTROL (COMPLETE IN PLACE)LS1$35,000 $35,000.003REINFORCED FILTER FABRIC FENCELF300$2.50$750.004DEMOLITION AND REMOVALLF1000$20$20,000.005DITCH RE SODDINGLF550$8.00$4,400.00$83,491.676METAL BEAM GUARD FENCELF315$45$14,175.0076" CONCRETE SLOPE PAVINGSY900$85$76,500.008ASPHALT ROADWAY REPAIRSY2,500$80$200,000.009EMBANKMENTCY
3,000$35$105,000.00$395,675.00$479,166.67$95,833.33$575,000.00CITY OF PEARLANDHICKORY SLOUGH SLOPE REPLACEMENTOPINION OF PROBABLE CONSTRUCTION COSTDECEMBER 2023SECTION 2 - PAVING AND DRAINAGE ITEMSTOTAL IN FIGURESSECTION 1 - GENERAL ITEMSSUBTOTAL SECTION 1 - GENERAL ITEMSBASE BID ITEMSITEM NO. ITEM DESCRIPTION UNIT MEASURESUBTOTAL SECTION 2 - PAVING AND DRAINAGE ITEMSUNIT QUANTITY UNIT PRICEOVERALL GRAND TOTALTOTAL (BASE BID ITEMS)CONTINGENCY (20%)ATTACHMENT F (cont.)
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Proposal No. 1140642199
November 22, 2023
Mr. Stephen Ray, P.E.
Principal
CobbFendley
22316 Grand Corner Drive, Suite 100
Katy, Texas 77494
Re: Proposal for Geotechnical Investigation
Pearland CDBG – MIT Drainage Projects
Pearland, Texas
Dear Mr. Ray:
In accordance with your request on October 12, 2022, Geotest Engineering, Inc. is
pleased to submit this revised proposal for the referenced project. The Pearland drainage
CDBG-MIT projects include the Garden Acres, Hickory Creek and Herridge Miller areas where
asphalt roadway rehabilitation and ditch regrading is proposed along the alignments. At the
Hickory Slough Embankment, the scope of the project also includes replacing the concrete
bulkheads and channel lining that has failed due to erosion.
Purpose and Scope
The purposes of this investigation are to evaluate the soil and water level conditions in
the project areas to provide geotechnical recommendations for the proposed paving, ditch
regarding, and slope repair areas. Based on the information provided to us on October 12, 2023,
October 13, 2023, and November 20, 2023 the scope of this study will consist of the following:
•Calling Texas 811 and coordinating with utility locators to get areas for the proposed
borings cleared;
•Perform pavement coring at the proposed boring locations to access the subsurface
soils.
•Drilling and sampling:
▪Thirteen (13) 10-foot borings for the paving and ditch regarding for Garden
Acres area improvements.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Mr. Stephen Ray, P.E. Proposal No. 1140641299
Page 2 November 22, 2023
▪ eighteen (18) 10-foot borings for the paving and ditch regarding for Hickory
Creek drainage improvements, and one (1) 30-foot boring for the slope repair.
▪ sixteen (16) 10-foot borings for the paving and ditch regarding for Herridge
Miller Brookland Acres improvements.
The Proposed Boring Program is shown on Attachment No. 1 and proposed
borings are also shown on Figure 1, Plan of Borings.
• Grouting all boreholes using non-shrink cement bentonite grout after completion of
drilling and water level measurements. The use of cement bentonite grout will
eliminate the potential problems and safety hazards associated with surface
settlements that might occur if boreholes are backfilled with soil cuttings.
• Performing appropriate laboratory tests on selected representative samples to develop
the engineering properties of the soil;
• Perform engineering analyses to develop geotechnical recommendations for the
pavement thickness including subgrade recommendations, ditch regarding, slope
repair options (including slope stability analyses) with and construction
considerations.
• Submit a geotechnical investigation report containing a plan showing the locations of
the borings and recommendations as outlined above.
It is assumed that the borings will be located and tied-in by you or your surveyors after
completion of drilling.
Schedule and Fees
We should be able to start the fieldwork within one (1) week after receiving your written
authorization. It is estimated that the fieldwork will be completed in about three (3) weeks
barring bad weather. The laboratory tests will be completed in about six (6) weeks. The
complete geotechnical report, which will include field and laboratory data and geotechnical
recommendations, will be submitted in about fourteen (14) weeks after receiving your notice to
proceed.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Mr. Stephen Ray, P.E. Proposal No. 1140641299
Page 3 November 22, 2023
Based on the scope of work outlined above, the cost of the field investigation, laboratory testing,
engineering analyses and a combined geotechnical report will be a lump sum amount as given
below.
• Garden Acres Flood Drainage Projects (Attachment No. 2) $15,104.00
• Hickory Creek Paving and Ditch Regrading (Attachment No. 3) $19,789.00
• Hickory Creek Slope Repair (Attachment No. 3) $7,337.00
• Miller-Brookland Acres Flood Drainage (Att. No. 4) $18,939.00
Total $61,169.00
We appreciate the opportunity to submit this proposal. Formal authorization is required
for our services. This may be provided by signing in the space provided below and returning one
copy for our files.
Sincerely,
GEOTEST ENGINEERING, INC.
Krishna M. Pradeep
Assistant Project Manager
Naresh Kolli, P.E.
Project Manager
Enclosures: Figure 1– Proposed Plan of Borings
Attachment No. 1 – Proposed Boring Program
Attachment No. 2 thru 5 - Cost Breakdowns
NK\KMP\ego
Copies Submitted: (1-PDF)
PC38\Geotechnical\Proposals\2023\40641299R.DOC
ACCEPTED BY:
PRINTED NAME:
TITLE:
DATE:
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Geotest Engineering, Inc.Proposal No. 1140641299FIGURE 1
Legend
GARDEN ACRES
Boring
HICKORY CREEK
MILLER
BROOKLAND
ACRES
PROPOSED
PLAN OF BORINGS
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Geotechnical Investigation Proposal No. 1140642199
Pearland CDBG - MIT Drainage Projects
Pearland, Texas
Garden Acres Flood Drainage Projects
Number Depth (feet) Footage (feet)
Paving and Ditch Regrading 13 10 130
Total 13 130
Hickory Creek Drainage Improvements Projects
Number Depth (feet) Footage (feet)
Paving and Ditch Regrading 18 10 180
Slough Embankment Slope Repair 1 30 30
Total 19 210
Herridge Miller-Brookland Acres Flood Drainage Improvements Projects
Number Depth (feet) Footage (feet)
Paving and Ditch Regrading 16 10 160
Total 16 160
Structure Proposed Boring
Structure Proposed Boring
PROPOSED BORING PROGRAM
Attachment No. 1
Structure Proposed Boring
pc38\Geotechnical\Proposals\40641299 - R\Boring Program
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Geotechnical Investigation Proposal No. 1140642199
Pearland CDBG - MIT Drainage Projects
Pearland, Texas
UNIT RATE COST
Engineering Services
Senior Engineer 2 hrs. $170.00 $340.00
Project Engineer 4 hrs. $133.00 $532.00
Staff Engineer 24 hrs. $105.00 $2,520.00
Support Personnel (Drafting, Word Processing) 4 hrs. $68.00 $272.00
$3,664.00
Direct Expenses
Subsurface Field Investigation
Mobilization/Demobilization of Buggy Mounted Drill Rig and Crew 1 ea.$400.00 $400.00
Drilling and Continuous Sampling, Truck Mounted Rig, from 0 to 50 feet 130 ft.$24.00 $3,120.00
Grouting of Completed Bore Holes 130 ft. $8.00 $1,040.00
Utility Coordination and Marking Borings 6 hrs. $75.00 $450.00
Vehicle Charge 6 hrs. $9.00 $54.00
Asphalt Coring 13 ea. $90.00 $1,170.00
Traffic Control 3 day $750.00 $2,250.00
$8,484.00
Laboratory Tests
Liquid and Plastic Limits 13 ea. $68.00 $884.00
Percent Passing No. 200 Sieve 9 ea. $52.00 $468.00
Moisture Content 51 ea. $9.00 $459.00
Mechanical Sieve Analysis, through No. 200 Sieve 4 ea. $62.00 $248.00
Unconsolidated-Undrained Triaxial Compressive Strength, per Specimen or
Stage 13 ea. $69.00 $897.00
Subtotal $2,956.00
Total $15,104.00
Attachment No. 2
COST BREAKDOWN - Garden Acres Flood Dainage Projects
QUANTITY
Subtotal
Subtotal
pc38:\geotechnical\Proposals\40641299 - R\Cost-Garden
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Geotechnical Investigation Proposal No. 1140642199
Pearland CDBG - MIT Drainage Projects
Pearland, Texas
UNIT RATE COST
Engineering Services
Senior Engineer 2 hrs. $170.00 $340.00
Project Engineer 4 hrs. $133.00 $532.00
Staff Engineer 24 hrs. $105.00 $2,520.00
Support Personnel (Drafting, Word Processing) 4 hrs. $68.00 $272.00
$3,664.00
Direct Expenses
Subsurface Field Investigation
Mobilization/Demobilization of Buggy Mounted Drill Rig and Crew 1 ea.$400.00 $400.00
Drilling and Continuous Sampling, Truck Mounted Rig, from 0 to 50 feet 180 ft.$24.00 $4,320.00
Grouting of Completed Bore Holes 180 ft. $8.00 $1,440.00
Utility Coordination and Marking Borings 6 hrs. $75.00 $450.00
Vehicle Charge 6 hrs. $9.00 $54.00
Asphalt Coring 18 ea. $90.00 $1,620.00
Traffic Control 5 day $750.00 $3,750.00
$12,034.00
Laboratory Tests
Liquid and Plastic Limits 18 ea. $68.00 $1,224.00
Percent Passing No. 200 Sieve 13 ea. $52.00 $676.00
Moisture Content 71 ea. $9.00 $639.00
Mechanical Sieve Analysis, through No. 200 Sieve 5 ea. $62.00 $310.00
Unconsolidated-Undrained Triaxial Compressive Strength, per Specimen or Stage 18 ea.$69.00 $1,242.00
Crumb Test ea. $42.00 $0.00
Double Hydrometer ea. $245.00 $0.00
Subtotal $4,091.00
Total $19,789.00
Attachment No. 3
COST BREAKDOWN - Hickory Creek Paving
QUANTITY
Subtotal
Subtotal
pc38:\geotechnical\Proposals\40641299 - R\Cost-Hickory Paving
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Geotechnical Investigation Proposal No. 1140642199
Pearland CDBG - MIT Drainage Projects
Pearland, Texas
UNIT RATE COST
Engineering Services
Senior Engineer 2 hrs. $170.00 $340.00
Project Engineer 4 hrs. $133.00 $532.00
Staff Engineer 24 hrs. $105.00 $2,520.00
Support Personnel (Drafting, Word Processing)4 hrs. $68.00 $272.00
$3,664.00
Direct Expenses
Subsurface Field Investigation
Mobilization/Demobilization of Buggy Mounted Drill Rig and Crew ea.$400.00 $0.00
Drilling and Continuous Sampling, Truck Mounted Rig, from 0 to 50 feet 30 ft.$24.00 $720.00
Grouting of Completed Bore Holes 30 ft.$8.00 $240.00
Utility Coordination and Marking Borings 4 hrs. $75.00 $300.00
Vehicle Charge 4 hrs.$9.00 $36.00
Asphalt Coring 1 ea. $90.00 $90.00
Traffic Control 1 day $750.00 $750.00
$2,136.00
Laboratory Tests
Liquid and Plastic Limits 3 ea. $68.00 $204.00
Percent Passing No. 200 Sieve 2 ea. $52.00 $104.00
Moisture Content 11 ea.$9.00 $99.00
Mechanical Sieve Analysis, through No. 200 Sieve 1 ea. $62.00 $62.00
Unconsolidated-Undrained Triaxial Compressive Strength, per Specimen or Stage 3 ea.$69.00 $207.00
Crumb Test 3 ea. $42.00 $126.00
Double Hydrometer 3 ea. $245.00 $735.00
Subtotal $1,537.00
Total $7,337.00
Attachment No. 4
COST BREAKDOWN - Hickory Creek - Slough Embankment Slope Repair
QUANTITY
Subtotal
Subtotal
pc38:\geotechnical\Proposals\40641299 - R\Cost-Hickory Slope
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Geotechnical Investigation Proposal No. 1140642199
Pearland CDBG - MIT Drainage Projects
Pearland, Texas
UNIT RATE COST
Engineering Services
Senior Engineer 2 hrs. $170.00 $340.00
Project Engineer 4 hrs. $133.00 $532.00
Staff Engineer 28 hrs. $105.00 $2,940.00
Support Personnel (Drafting, Word Processing) 4 hrs. $68.00 $272.00
$4,084.00
Direct Expenses
Subsurface Field Investigation
Mobilization/Demobilization of Buggy Mounted Drill Rig and Crew 1 ea.$400.00 $400.00
Drilling and Continuous Sampling, Truck Mounted Rig, from 0 to 50 feet 160 ft.$24.00 $3,840.00
Grouting of Completed Bore Holes 160 ft. $8.00 $1,280.00
Utility Coordination and Marking Borings 6 hrs. $75.00 $450.00
Vehicle Charge 6 hrs. $9.00 $54.00
Asphalt Coring 16 ea. $90.00 $1,440.00
Traffic Control 5 day $750.00 $3,750.00
$11,214.00
Laboratory Tests
Liquid and Plastic Limits 16 ea. $68.00 $1,088.00
Percent Passing No. 200 Sieve 11 ea. $52.00 $572.00
Moisture Content 63 ea. $9.00 $567.00
Mechanical Sieve Analysis, through No. 200 Sieve 5 ea. $62.00 $310.00
Unconsolidated-Undrained Triaxial Compressive Strength, per Specimen or Stage 16 ea.$69.00 $1,104.00
Subtotal $3,641.00
Total $18,939.00
Attachment No. 5
COST BREAKDOWN - Herridge Miller-Brookland Acres Flood Drainage
QUANTITY
Subtotal
Subtotal
pc38:\geotechnical\Proposals\40641299 - R\Cost-Herridge
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
1625 Cottonwood School Road • Rosenberg, TX 77471 • Telephone: 832.595.9064
October 17, 2023
Mr. Stephen Ray, PE
Cobb, Fendley, & Associates, Inc.
13430 Northwest Freeway, Suite 1100
Houston, Texas, 77040
Re: Request for Environmental Services
City of Pearland Road and Drainage Projects – GLO CDB Funding
City of Pearland, Brazoria County, Texas
Dear Mr. Ray:
Compass Environmental Solutions, LLC (COMPASS) is pleased to provide the following scope of work and
cost estimate to provide environmental services to the Cobb, Fendley, & Associates, Inc. (CobbFendley) for
the proposed City of Pearland GLO CDBG Grant Projects; including Garden Acres, Hickory Creek and
Herridge Miller projects as well as Hickory Slough. The projects are located within the City of Pearland,
Brazoria County, Texas.
COMPASS understands that at this time the proposed project consists of road construction, including but not
limited to asphalt paving and roadside ditch grading, and the replacement of erosion protection within
Hickory Slough. The proposed project is being funded by a federal grant program Community Development
Block Grant (CDBG), administered by Texas General Land Office (GLO) and is therefore required to adhere
to the National Environmental Policy Act (NEPA) tenants and regulations, which include but are not limited
to investigation the site for potential waters of the U.S., conducting a threatened and endangered species
survey, and consulting with the Texas Historical Commission (THC) and State Historic Preservation Officer
(SHPO) prior to any site disturbance. This proposal and scope of work is designed to meet the above listed
tenants of NEPA and provide CobbFendley and the City of Pearland with environmental consulting support
to ensure the project is in compliance with funding requirements.
Project Site Exhibits were shared via email between Mr. Stephen Ray of CobbFendley and Mr. Andy
Boswell of COMPASS on 10/06/2023.
Project Approach
Natural Resource Survey
Following a desktop literature review, COMPASS anticipates using a field crew of two qualified biologists
to survey the proposed project areas. Surveys will include a threatened and endangered species habitat
assessment, identification and delineation of waters of the U.S., including wetlands, according to U.S. Army
Corps of Engineers (USACE) standards, as well as a vegetation characterization and observations of surface
soils. Pending access and survey findings, COMPASS anticipates this field effort to be completed in
approximately one to two field days.
Waters of the U.S. Delineation
COMPASS will assess the project site to map onsite aquatic features potentially regulated by the United
States Army Corps of Engineers (USACE) under Section 404 of the Clean Water Act (CWA) and/or Section
10 of the Rivers and Harbors Act. Field efforts will be designed to identify and delineate the boundaries of
potentially jurisdictional waters of the U.S. (WOTUS) at the project site. Our methods will follow all
applicable USACE regulations and standards. This data will be incorporated into the appropriate NEPA
document, i.e. Environmental Assessment or Categorical Exclusion.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Mr. Stephen Ray
City of Pearland – GLO CDBG Projects
Environmental Services Proposal
October 17, 2023
1625 Cottonwood School Road • Rosenberg, TX 77471 • Telephone: 832.595.9064
Threatened and Endangered Species Investigation
In conjunction with the fieldwork conducted during the waters of the U.S. delineation, COMPASS will
assess the project site with regard to federally-listed threatened and endangered species and their potential
habitat as well as state-sensitive species listed in this portion of Brazoria County, Texas. COMPASS will
provide potential effects determinations for federally-listed species based on background research, including
but not limited to, the USFWS Information for Planning and Conservation (IPaC) tool and field observations.
COMPASS will also assess the project site and provide recommendations with regard to state-listed
threatened and endangered species, the Bald and Golden Eagle Protection Act (BGEPA), the Migratory Bird
Treaty Act (MBTA), and Magnuson-Stevens Fishery Conservation and Management Act for Essential Fish
Habitat (EFH) during proposed construction activities. Representative photographs will be taken to document
habitats within the project site. Species specific surveys will not be included in this scope of work. This data
will also be incorporated into the NEPA document.
An Environmental Overview Report (EOR) of the investigation findings will be prepared outlining the
methodology, results of the survey activities, and any environmental concerns identified within the project
areas. This information may be used to supplement any further permitting requirements deemed necessary.
NEPA Documentation and Coordination
A fully incorporated Categorical Exclusion or Environmental Assessment that combines the findings of the
waters of the U.S. delineation, threatened and endangered species surveys, and the cultural resources analysis
will be drafted and submitted to the appropriate GLO Field Office. This information may be used to
supplement any further permitting requirements deemed necessary. Coordination of the NEPA document
with the respective government agencies is included within this task group.
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4
Mr. Stephen Ray
City of Pearland – GLO CDBG Projects
Environmental Services Proposal
October 17, 2023
1625 Cottonwood School Road • Rosenberg, TX 77471 • Telephone: 832.595.9064
Cost Estimate
COMPASS has prepared a cost estimate for providing environmental support and documentation. The cost
for these services for the City of Pearland GLO CDBG Projects is estimated as detailed in Table 1 below.
This project is proposed to be invoiced on a lump sum basis invoiced monthly, the total fee for
all environmental support will NOT-TO-EXCEED $31,100.
Table 1 - Cost Detail for the City of Pearland GLO CDBG Projects
Task Group Cost
Natural Resources Surveys and Report $8,000.00
NEPA Documentation and Coordination
(Environmental Assessment)
$15,000.00
NEPA Documentation and Coordination
(Categorical Exclusion)
$8,000.00
USACE Nationwide Permitting (no-PCN)
*if required*
$4,000.00
Project Management $4,100.00
Assumptions
COMPASS has prepared this scope and cost estimate based on the following assumptions:
The site will be made available to COMPASS within an agreed upon timeframe after final contract
signatures;
Additional surveying beyond that of the referenced project sites are not included ;
Any coordination with USFWS, TPWD, and USACE will be conducted via email;
This proposal does include a Clean Water Act Permit Nationwide Permit, non-PCN
o If a PCN NWP or Standard Individual Permit is required a Change Order will be submitted;
Either a Categorical Exclusion will be prepared OR an Environmental Assessment, final budget will
be dependent upon GLO requirements;
Attendance for project bid and preconstruction meetings are not included at this time.
Summary
COMPASS greatly appreciates the opportunity to provide this scope of services. If this proposal meets your
expectations and needs, please submit a work offer for COMPASS signature. If you have any questions or
require any additional information, please feel free to contact me at (832) 595-9064.
Sincerely,
Andy Boswell
Principal & Senior Permitting Scientist
Compass Environmental Solutions, LLC
Docusign Envelope ID: 3A5AA5E9-DD96-439A-83E6-5591930A6BB4