Vista City Council
September 12, 2023

ACTION:
____________________________
Clerk/Secretary
Department: Engineering Item No: C5
Prepared by:

Ken Knatz, Sewer Engineering Manager
Erin Adams, Management Analyst Meeting Date: September 12, 2023 Approved by:

Greg Mayer, Acting Director of Engineering
John Conley, City Manager Agenda Location: Consent Calendar SUBJECT: CIP NO. 8131 BUENA OUTFALL MANHOLE REHABILITATION – AWARD OF CONTRACT RECOMMENDATION:

1.Adopt Buena Sanitation District Resolution No. 2023- , approving a contract with Vortex Services, LLC. for the Buena Outfall Rehabilitation Project (CIP No. 8131).

2. Adopt Buena Sanitation District Resolution No. 2023- , amending the Capital Project Budget for Fiscal Years 2022/23 and 2023/24.

CORRELATION TO CITY COUNCIL GOALS: Routine operational item not directly corresponding to a specific City Council goal.

PRIOR ACTION: On June 28, 2022, adopted City Council Resolution No. 2022-108, approving a Six-Year Capital Improvement Program and FYs 2022/23 and 2023/24 Capital Project Budget and authorizing appropriations for Fiscal Years 2022/23 and 2023/24 Capital Projects (Vote: 4-0, Ritter absent (Ritter experienced technical difficulties)).

STATEMENT ON THE SUBJECT: The Buena Outfall is the Buena Sanitation District’s (BSD) main sewage transmission system that conveys Vista’s wastewater to the Encina Wastewater Treatment Plant.

The system was built in 1964 and scheduled to be replaced in calendar year 2021 by the Buena Forcemain Phase 3 project. The forcemain has experienced operating issues since its initial commissioning and cannot be operated in high flows that occur during the winter rainy season. This requires BSD to divert flow back to the Buena Outfall during the winter while modifications are pursued on the forcemain.

Prior to diverting flows for the upcoming 2023/2024 El Niño winter, staff recommends a comprehensive manhole rehabilitation be performed to decrease liability and operating risk of the system. Engineering collaborated with Public Works to assess all 77 manholes of this four-mile pipeline segment and review rehabilitation methodologies and estimate applicable quantities. The assessment effort determined that to ensure integrity of the transmission system, 30 manholes should be sand blasted / epoxy lined, 13 manholes should be mortar repaired / reconstructed using a cured-in-place fiberglass composite liner system technology, and 3 frames and covers should be replaced.

Sewer manhole rehabilitation is a specialized construction discipline that includes standardized methods and practices which provides BSD the ability to contract the work through a cooperative purchase AGENDA
REPORT

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
Approved above recommendation, adopted the following: 1) Buena Sanitation District Resolution No. 2023-06. Vote: 5-0; 2) Buena Sanitation District Resolution No. 2023-07.

Vote: 5-0.

MEETING DATE: September 12, 2023 PAGE 2
SUBJECT: CIP NO. 8131 BUENA OUTFALL MANHOLE REHABILITATION – AWARD OF CONTRACT agreement. BSD is authorized under Vista Municipal Code Section 3.08.060.C, to participate in cooperative purchasing plans, programs, or services. Vortex Services, LLC (Vortex) is a specialty utilities trenchless contractor who is a member of the Houston Galveston Area Council (HGAC) Cooperative Agreement that awarded a contract for these services under a competitive bid. The Originating Agency (HGAC) Agreement expressly allows other governmental member agencies, such as BSD, to utilize it as a cooperative procurement contract. Staff coordinated with Vortex and used its manhole assessment data to develop a scope of work from the HGAC approved bid prices. The agreement with Vortex includes all labor, materials, equipment and incidentals to complete the required manhole rehabilitations for a total cost $920,102.

A Buena Outfall manhole collapsed on April 12, 2020, after a series of storms caused significant inflow and infiltration into the BSD system. The cost to repair the emergency incident for the one failed manhole totaled $1.56M. This demonstrates that the recommended work scope and price provide a good value to BSD rate payers. Board action to approve the contract eliminates future risk of similar failures and extends the useful life of the Buena Outfall system by approximately 25 years.

A project vicinity map is provided in Exhibit 4.

FISCAL IMPACT: The cost for Vortex to provide the Buena Outfall Manhole Rehabilitation Project is $920,102, and with a 10% contingency has a total budget of $1,012,112.20. The recommended budget amendment provides sufficient funding in the Capital Improvement Budget for CIP No. 8131 Buena Outfall Manhole Rehabilitation Project (source appropriation account 5066515.578999.8131). The Buena Outfall is planned to be sold to the City of Carlsbad after completion of modifications to the new forcemain. The total cost for the recommended work (minus depreciation) will be reimbursed through the sale to the Buena Sewer Replacement Fund.

EXHIBITS:

1.Buena Sanitation District Resolution No. 2023- , approving a contract with Vortex Services, LLC. for the Buena Outfall Rehabilitation Project (CIP No. 8131)

2.Buena Sanitation District Resolution No. 2023- , amending the Capital Project Budget for Fiscal Years 2022/23 and 2023/24

3.Contract with Vortex Services, LLC.

4.Project Vicinity Map
09/12/2023 C5 Page 2 of 53

00056393 5
RESOLUTION NO. 2023-

A RESOLUTION OF THE BOARD OF DIRECTORS OF THE

BUENA SANITATION DISTRICT, APPROVING A CONTRACT WITH VORTEX LINING SYSTEMS, LLC. FOR THE BUENA OUTFALL REHABILIATION PROJECT (CIP NO. 8131)
The Board of Directors of the Buena Sanitation District does resolve as follows:

1. Findings. The Board of Directors hereby finds and declares the following:

A.Pursuant to section 3.08.060.C of the Vista Municipal Code, staff recommends approving a cooperative procurement contract with Vortex Lining Systems, LLC for the Buena Outfall Rehabilitation Project (CIP No. 8131).

2. Action.

A.The contract between the City of Vista and Vortex Lining Systems, LLC for the Buena Outfall Rehabilitation Project is approved, and the Chairperson is authorized to execute the contract.

3. Adoption. PASSED AND ADOPTED at a meeting of the Board of Directors of the Buena Sanitation District held on September 12, 2023, by the following vote:

AYES:

NOES:

ABSTAIN:

APPROVED AS TO FORM:

WALTER CHUNG, DISTRICT COUNSEL
By:

APPROVED
Walter C. Chung
20230825100646
JOHN B. FRANKLIN, CHAIRPERSON
ATTEST:

KATHY VALDEZ, CLERK OF THE BOARD
By:
09/12/2023 C5 Page 3 of 53
EXHIBIT 1

00056393 5
RESOLUTION NO. 2023-

A RESOLUTION OF THE BOARD OF DIRECTORS OF THE

BUENA SANITATION DISTRICT, AMENDING THE CAPITAL PROJECT BUDGET FOR FISCAL YEARS 2022/23 AND 2023/24
The Board of Directors of the Buena Sanitation District does resolve as follows:

1. Findings. The Board of Directors hereby finds and declares the following:

A. On June 22, 2022, the Board of Directors adopted Resolution 2022-17, approving the Six-Year Capital Improvement Program, the Capital Project Budget for Fiscal Years 2022/23 AND 2023/24, and authorizing appropriations for Fiscal Years 2022/23 and 2023/24 capital projects.

B. The Board of Directors desires to amend the Capital Project Budget at this time to reflect changed circumstances.

2. Action.

A. The Capital Project Budget Fiscal Years 2022/23 and 2023/24 is amended as set forth in Exhibit A.

3. Adoption. PASSED AND ADOPTED at a meeting of the Board of Directors of the Buena Sanitation District held on _______________________, by the following vote:

AYES:

NOES:

ABSTAIN:

APPROVED AS TO FORM:

WALTER CHUNG, DISTRICT COUNSEL
By:

APPROVED
Walter C. Chung
20230731113809

JOHN FRANKLIN, CHAIRPERSON
ATTEST:

KATHY VALDEZ, CLERK OF THE BOARD
By:
09/12/2023 C5 Page 4 of 53
EXHIBIT 2

RESOLUTION NO. 2023-

BUENA SANITATION DISTRICT BOARD OF DIRECTORS
PAGE 1 EXHIBIT A

1. Account Number Account Description Increase Decrease 5060000.310410 Fund Balance 565,000$
5066515.578999.8131 Source Appropriation 565,000$
Appropriations are hereby made to fund the Buena Outfall Manhole Rehabiliation Project. 09/12/2023 C5 Page 5 of 53

{00111729 1}Cooperative Procurement Services (PW)(No RFP) 1 of 10 VORTEX LINING SYSTEMS, LLC

COOPERATIVE PROCUREMENT CONTRACT
BUENA OUTFALL MANHOLE REHABILITATION PROJECT (CIP NO. 8131) THIS “CONTRACT” is entered into by and between the “Parties” as of ___________________ (“Contract Date”).

1.0 THE “PARTIES”
The “City”:

CITY OF VISTA, a chartered municipal
corporation
200 Civic Center Drive
Vista, CA 92084
Working Contact: Ken Knatz
Billing Contact: Ken Knatz
The “Contractor”:

Vortex Services, LLC, a Delaware limited
liability company
18150 Imperial Valley Drive
Houston, TX 77060
Contact: Ryan Graham

2.0 BASIC TERMS

2.1 Contractor was awarded a contract for Trenchless Pipeline Rehabilitation Services under a competitive bid process from Houston-Galveston Area Council on July 1, 2018 (“Originating Agency Agreement”), which is set forth in Exhibit F, and Contractor has offered to provide goods and/or services to the City on the same terms and conditions that were provided to Houston-Galveston Area Council, except as otherwise modified herein.

2.2 City is authorized under Vista Municipal Code Section 3.08.060.C, to participate in cooperative purchasing plans, programs, or services. The Originating Agency Agreement expressly allows other governmental member agencies, such as City, to utilize it as a cooperative procurement contract.

2.3 The “Required License” for the Work is: N/A.

2.4 Contractor, a contractor holding the Required License, desires to enter into this “Contract” with the City for the Work.

2.5 Contractor has submitted to City a Proposal to perform certain “Services” dated August 9, 2022 (“Exhibit A”).

2.6 The “Project” for which the Services are required is described in Exhibit A.

2.7 Contractor desires to enter into this “Contract” with City for the Services.

2.8 The “Contract Ceiling Price” is in an amount not to exceed $920,102.

3.0 CONTRACT TERM

3.1 This Contract shall take effect as of the Contract Date.

3.2 This Contract shall be in effect for 6 calendar months (“Term”). 09/12/2023 C5 Page 6 of 53EXHIBIT 3

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3.3 Time is of the essence in this Contract. “Liquidated Damages” for failure to complete the Contract within the Term are $150 per calendar day. The Liquidated Damages compensate for the loss to City resulting from Contractor’s failure to complete the Work within the Term and for the value of the operation of the Work following completion. It is expressly understood and agreed that this amount is a reasonable amount and is established in lieu of damages that are incapable of calculation at the inception hereof; and this amount is not to be considered in the nature of a penalty.

3.4 City may terminate this Contract upon 30-days’ written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.

4.0 EXECUTION OF ADDITIONAL DOCUMENTS
As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the following checked document packages:

1. Contractor’s Forms

2. Labor Law Compliance Form, Exhibit D (This Contract requires the payment of prevailing wages.)

5.0 SCOPE
Contractor shall perform all Work including, but not limited to, the furnishing of all tools, equipment, materials, supplies and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time upon the issuance of a Work Order for the fulfillment of each specific task to be performed under the Contract (“Project”), in strict accordance Exhibit A. The Work shall be complete, and all work, material and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished and installed by the Contractor at no increase in cost to the City. In the event of a conflict between the provisions this Contract text and Exhibit A, this Contract text shall control.

6.0 COMPENSATION

6.1 City shall pay Contractor the Contract Price for the successful performance of the Work within the Contract Time, in accordance with the rates set forth in Exhibit A.

6.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
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6.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:

6.3.1 The changes, additions, and deductions to be made.

6.3.2 The increase or decrease in compensation due the Contractor, if any.

6.3.3 Adjustment in the time of completion, if any.

6.4 Adjustments in the compensation due the Contractor shall be determined by mutually agreeable lump-sum. If requested by the City's Representative, the Contractor shall furnish an itemized breakdown of the quantities and prices used in computing proposed lump- sum.

6.5 Payment of the undisputed final Contract amount is contingent upon the Contractor furnishing the City with a release of all claims against the City arising by virtue of the Contract related to that amount. Disputed Contract claims in stated amounts may be specifically excluded by the Contractor from the operation of the release.

6.6 In addition to the amount which the City may retain under the above article on progress payments, the City may withhold a sufficient amount or amounts from any payment otherwise due to the Contractor as in its judgment may be necessary to cover:

6.6.1 Payments which may be past due and payable for just claims against the Contractor or any subcontractors for labor or materials furnished in or about the performance of the Work under this Contract.

6.6.2 Estimated or actual costs for correcting defective work not remedied.

6.6.3 Amounts claimed by the City as forfeiture due to delay or other offsets.

6.6.4 Estimated or actual costs for emergency work by City forces, which is a result of the Contractor's neglect or actions.

6.7 The City may apply such withheld amounts or amounts to the payment of such claims at its discretion. In so doing, the City shall be deemed the agent of the Contractor, and any payments so made by the City shall be considered as a payment made under the Contract by the City to the Contractor, and the City shall not be liable to the Contractor for such payment made in good faith. Such payments may be made without prior judicial determination of the claim or claims. The City will render to the Contractor a proper account of such funds disbursed in behalf of the Contractor.

6.8 Contract Ceiling Price

6.8.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this Contract.

6.8.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled 09/12/2023 C5 Page 8 of 53

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pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.

7.0 CONTRACT DOCUMENTS
The Contract includes the following documents including all additions, deletions, modifications and appendices and all addenda setting forth any modifications or interpretations of any these documents: Exhibits A–E, the Originating Agency Agreement (Exhibit F), the documents required under Section 4, and the Standard Specifications (defined below). In resolving conflicts resulting from any inconsistencies in any of the Contract Documents, the Parties will use the following order of precedence: (1) this Contract and any duly authorized amendments thereto; (2) the Standard Specifications; (3) the documents required under Section 4; (4) Exhibits A-E; and (5) the Originating Agency Agreement (Exhibit F).

8.0 STANDARD SPECIFICATIONS AND STANDARD PLANS

8.1 Except as otherwise provided, whenever reference is made to “Standard Specifications”, it shall mean:

Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee (“Greenbook”) and the City of Vista Special Provisions to the Greenbook.

8.2 Except as otherwise provided, whenever reference is made to “Standard Plans”, it shall mean:

San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.

9.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:

Board: The City Council of the City of Vista.

City: The City of Vista.

Drawings or Plans: All drawings, plans, maps, profiles and diagrams delineating the work on the Work.

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10.0 ADDITIONAL DRAWINGS
When appropriate, the Contractor will be furnished sufficient sets of drawings to properly complete the Work. There will be no charge for such drawings and specifications.

11.0 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS

11.1 Figured dimensions on drawings shall govern, but work not dimensioned shall be as directed. Work not particularly shown or specified shall be the same as similar parts that are shown or specified. Large scale details shall take precedence over smaller scale drawings as to shape and details of construction. Specifications shall govern as to materials, workmanship and installation procedures. Drawings and specifications are intended to be fully cooperative and to agree. The specification calling for the higher quality material or workmanship shall prevail. In the event of any discrepancy between any drawings and the figures thereon, the figures shall be taken as correct. In the event of any doubt or question arising respecting the true meaning of the specifications, reference shall be made to the City Engineer whose decision thereon shall be final.

11.2 Representatives. Each Party shall appoint a representative who shall have the authority to represent and act for that Party (“Representative”). Any written or verbal directions or requests of the City's Representative delivered to the Contractor’s Representative shall have the same force and effect as if delivered to the Contractor. The Contractor's Representative shall have the authority to sign any change order, coordinate the work of all subcontractors and make other decisions pertaining to the Contract.

11.3 Superintendence. The Contractor shall designate in writing a competent supervisor for the Work who must be personally present on the premises where the work on the Work is performed. When work is not in progress and during periods when the work is suspended, arrangements acceptable to the City's Representative shall be made for any emergency work that may be required.

11.4 Advance Notification. It shall be the Contractor's responsibility to determine and notify those agencies requiring advance notification for inspection or other purposes before beginning construction in any area of concern to that agency. A minimum of 48 hours’ advance notice shall be given to the various agencies before beginning construction in the area unless specific advance times and requirements are stated in the Special Provisions or required by the agency. The names and telephone numbers for the respective agencies are listed on the drawings, in the Special Provisions, in the Work Order, or will be otherwise provided as applicable.

11.5 Inspection. The City's Representative shall at all times have access to the work during construction, and shall be furnished with every reasonable facility for ascertaining full knowledge respecting the progress, workmanship and character of materials and equipment used and employed in the work. Whenever the Contractor varies the period during which work is carried on each day, it shall give due notice to the City's Representative so that inspection may be provided. Any work done in the absence of the City's Representative will be subject to rejection. All installations which are to be backfilled or otherwise covered shall be inspected by the City's Representative prior to backfilling or covering, and the Contractor shall give due notice in advance of backfilling or covering to the City's Representative so that inspection may be provided. The inspection of the work shall not relieve the Contractor of any of its obligations to fulfill the Contract as prescribed. Defective work shall be made good, and unsuitable 09/12/2023 C5 Page 10 of 53

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materials and equipment may be rejected notwithstanding the fact that such defective work and unsuitable materials and equipment have been previously inspected by the City's Representative or that payment therefore has been included in an estimate for payment.

11.6 Preservation of Property. The Contractor shall exercise due care to avoid injury to existing improvements or facilities, utility facilities, and adjacent property. All buildings and structures and any other improvements or facilities within or adjacent to the work shall be protected from injury or damage, and the Contractor shall provide and install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor's operation, they shall be replaced or restored at the Contractor's expense to a condition as good as when the Contractor entered upon the work or as good as required by the drawings and specifications if any such objects are a part of the work being performed.

11.7 Emergency. In an emergency affecting the safety of life or property, including adjoining property, the Contractor, without special instructions or authorizations, is authorized to act at its discretion to prevent such threatened loss or injury, and it shall so act as though instructed to do so by the City.

12.0 EXISTING UTILITIES AND IMPROVEMENTS

12.1 If the Contractor while performing the Contract discovers utility facilities not identified by the City in the Contract drawings or specifications, it shall immediately notify the City in writing.

12.2 The fact that existing utilities and improvements, either above or below the ground surface, are not shown in any drawings shall not relieve the Contractor of liability for complete and careful protection of said improvements from damage as specified herein.

12.3 All repairs to damaged utilities and improvements shall be inspected and approved by an authorized representative of the City before being concealed by backfill or other work.

13.0 UTILITY SERVICE INTERRUPTION
In all cases of alteration or relocation of service connections, the Contractor shall notify the City a minimum of four hours prior to said alteration or relocation, and service connection shall be returned to service in an amount of time not to exceed four hours.

14.0 MAINTENANCE AND GUARANTY

14.1 The Contractor hereby guarantees that all work performed by it under the Contract will fully meet all requirements of the Contract as to quality of workmanship and materials furnished by it. The Contractor hereby agrees to make at its own expense any repairs or replacements made necessary by defects in materials or workmanship supplied by it that become evident within one year after the date of final payment, and to restore to full compliance, with the requirements of these specifications part of the Work which during the one- year period is found to be deficient with respect to any provisions of the specifications.

14.2 The Contractor shall make all repairs and replacements promptly upon the receipt of written order from the City. If the Contractor fails to make such repairs and 09/12/2023 C5 Page 11 of 53

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replacements promptly, the City may do the work and the Contractor and its surety shall be liable to the City for the cost thereof.

15.0 INDEMNIFICATION & WAIVER OF SUBROGATION

15.1 Contractor shall defend, indemnify and hold City and its officers, officials, employees, and volunteers (“Indemnitees”) harmless against any and all liability, loss, damage, fine, penalty, expense, claim or cost (including without limitation costs and fees of litigation) of every nature (collectively, “Liability”) arising out of or in connection with this Agreement or its performance except: (1) Liability caused by City's sole negligence or willful misconduct; or (2) for Liability caused by City's active negligence, in which case the indemnity received by City shall be reduced by the amount: (i) that City's active negligence contributed to the Liability on a comparative basis; or (ii) such other amount as may be required by law (“Duty of Indemnification”). This Duty of Indemnification is effective without reference to the existence or applicability of any insurance coverages which may have been required under this Agreement or any additional insured endorsements which may extend to Indemnitees.

15.2 Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed by or on behalf of the Contractor regardless of any prior, concurrent, or subsequent active or passive negligence by the Indemnitees.

16.0 INSURANCE AND BONDS
Contractor shall comply with the insurance and bond provisions set forth in Exhibit C.

17.0 SAFETY

17.1 In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the Work, and the Contractor shall fully comply with all OSHA, State and Federal laws, rules, regulations and orders relating to safety of the public and workers.

17.2 It is the Contractor's responsibility to acquaint itself with and abide by these regulations during all phases of construction. The City will not be responsible for ensuring the Contractor's compliance with these regulations. The Contractor’s duty of indemnification shall apply to any Liability caused by its failure to abide by these regulations.

17.3 The Contractor shall include any and all costs associated with compliance with these safety requirements in the appropriate bid items of Work to be performed.

18.0 PERMITS (CITY AND OTHER AGENCIES)

18.1 After execution of the Contract and prior to beginning work, the Contractor and all subcontractors shall execute a no fee construction permit at the City. A permit will be issued by the Engineering Inspector assigned to the Project for the Contractor and all subcontractors.

18.2 The permittees shall first submit the following documents to the City's Representative or its designee with proof that the policies/licenses are current:
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18.2.1 Contractor's License of appropriate classification.

18.2.2 City Business License. A fee will be charged for any new Business Licenses.

18.2.3 General Liability Insurance Certificate as required by Exhibit C.

18.2.4 Worker's Compensation Insurance Certificate as required by Exhibit C.

18.3 If any subcontractor does not have the amount of liability insurance required in these specifications, the Contractor must produce evidence satisfactory to the City’s Risk Manager that the subcontractor's work is covered by the Contractor's liability insurance policy.

18.4 Agency permits, other than those issued by the City, will generally not be required unless specifically noted. If for some unknown reason the Contractor is required to obtain a permit, the City will compensate the Contractor for its actual cost plus a 10% markup.

19.0 SERVICE OF NOTICE

19.1 Any notice, which either Party may desire to give to the other Party, must be in writing and may be given by personal delivery to the Party’s Representative or by overnight courier service to the Party’s address set forth in Section 1.0. Notice may also be given by mailing it by registered or certified mail, return receipt requested, to the other Party at the address set forth in Section 1.0. Any notice given by mail will be deemed given 48 hours after such notice is deposited in the United States mail, addressed as provided with postage fully prepaid.

19.2 A Party may change its address by giving notice as provided above, and the changed address shall thereafter be deemed to be the address set forth in Section 1.0.

20.0 PUBLIC WORKS CONTRACTS: ASSIGNMENT TO AWARDING BODY In accordance with Section 4551 of the Government Code, the Contractor and subcontractors shall conform to the following requirements. In entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or arising from purchases of goods, services or materials pursuant to the public works contract of the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the Parties.

21.0 RESOLUTION OF CONTRACT CLAIMS
The provisions of Article 1.5, Chapter 1, Part 3 of Division 2, of the Public Contract Code apply to this Contract. These provisions set forth a procedure for the resolution of disputed construction claims arising from this Contract. These provisions establish procedures for submitting claims and set minimum time limits for responding to such claims. Following a response, if a claim remains in dispute, a meet and confer conference between the claimant and 09/12/2023 C5 Page 13 of 53

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the local agency may be demanded by the claimant. If the dispute remains unresolved following the meet and confer conference, and the claimant proceeds to file a civil action seeking to obtain enforcement and judgment on the claim, the dispute may be submitted to non-binding mediation and, if it remains unresolved, to judicial arbitration.

22.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.

23.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.

24.0 APPLICABLE LAW, VENUE
This Contract shall be construed and enforced under the laws of the State of California.

If any action is commenced by any Party to this Agreement, such action shall be filed in a court of competent jurisdiction within the County of San Diego, California.

25.0 MODIFICATIONS
This Contract contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations and rights of the Parties in respect of each other regarding the subject matter of this Contract. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Contract shall be valid unless it is in writing and signed by all Parties.

[Text continued onto page 10.]

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26.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.

“City”

CITY OF VISTA, a chartered municipal
corporation

By:

JOHN FRANKLIN, MAYOR

ATTEST:

KATHY VALDEZ, CITY CLERK

By:

APPROVED AS TO FORM:

WALTER CHUNG, CITY ATTORNEY

By:

RISK MANAGEMENT REVIEW:

DOLORES GASCON, RISK MANAGER

By:

APPROVED
Amanda L. Guy
20230825110257

“Contractor”

VORTEX SERVICES, LLC, a Delaware
limited liability company

By:

NAME/TITLE

By:

NAME/TITLE

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{00111729 1} Exhibit A

EXHIBIT A
CONTRACTOR’S PROPOSAL

09/12/2023 C5 Page 16 of 53

Contract
No.:TP07-18 Date
Prepared:8/18/2023
Buying
Agency:Contractor:

Contact
Person:

Prepared
By:

Phone:Phone:

Fax:Fax:

Email:Email:

Quan Unit Pr Total
1 45000 45000
396 650 257400
33 1000 33000
33 O11 - Barricades, Signs, and Traffic Handling (per setup)3500 115500 250 100 25000
0 0
0 0
0 0
0 475900
Quan Unit Pr Total
1 71042 71042
0 0
71042
15%
0 546942
Total From Other Sheets, If Any:

Removal of existing MH steps and existing coatings or linings G17 - Rebuild Bench and Invert
B35 - Infiltration Control - Chemical Grout
Subtotal A:
(760) 643-5403
Description
P31 - Travel and Mobilization - California
A. Catalog / Price Sheet Items being purchased - Itemize Below - Attach Additional Sheet If Necessary G15 - Manhole Rehab (5-ft Diameter) - Composite System - 125 mils

CONTRACT PRICING WORKSHEET
For Catalog & Price Sheet Type Purchases
General Description
of Product:Manhole Rehabilitation w/ Epoxy
[email protected]
Vortex Services, LLC
Ryan Graham
281-639-3237
[email protected]
This Worksheet is prepared by Contractor and given to End User. If a PO is issued, both documents MUST be faxed to H-GAC @ 713-993-4548. Therefore please type or print legibly.

City of Vista, CA
Catalog / Price Sheet
Name:Form D - Products and Services Offerings (Tab B)
Steve Nowak
Delivery Date: TBD D. Total Purchase Price (A+B+C):

B. Unpublished Options, Accessory or Service items - Itemize Below - Attach Additional Sheet If Necessary (Note: Unpublished Items are any which were not submitted and priced in contractor's bid.) Subtotal B:

Total From Other Sheets, If Any:

C. Trade-Ins / Special Discounts / Other Allowances / Freight / Installation / Miscellaneous Charges Description
Subtotal C:

Check: Total cost of Unpublished Options (B) cannot exceed 25% of the total of the Base Unit Price plus Published Options (A+B).For this transaction the percentage is:

Bond Included
09/12/2023 C5 Page 17 of 53

Contract
No.:TP07-18 Date
Prepared:8/18/2023
Buying
Agency:Contractor:

Contact
Person:

Prepared
By:

Phone:Phone:

Fax:Fax:

Email:Email:

Quan Unit Pr Total
1 45000 45000
156 650 101400
156 75 11700
156 C46 - 42" or Larger CIPP Set-up Charge 24 3744
13 4000 52000
13 1000 13000
13 3500 45500
13 2500 32500
250 100 25000
3 1500 4500
0 0
334344
Quan Unit Pr Total
1 38816 38816
0 0
38816
10%
0 373160Delivery Date: TBD D. Total Purchase Price (A+B+C):

B. Unpublished Options, Accessory or Service items - Itemize Below - Attach Additional Sheet If Necessary (Note: Unpublished Items are any which were not submitted and priced in contractor's bid.) Subtotal B:

Total From Other Sheets, If Any:

C. Trade-Ins / Special Discounts / Other Allowances / Freight / Installation / Miscellaneous Charges Description
Subtotal C:

Check: Total cost of Unpublished Options (B) cannot exceed 25% of the total of the Base Unit Price plus Published Options (A+B).For this transaction the percentage is:

CONTRACT PRICING WORKSHEET
For Catalog & Price Sheet Type Purchases
General Description
of Product:Manhole Rehabilitation w/ CIPP
[email protected]
Vortex Services, LLC
Ryan Graham
281-639-3237
[email protected]
This Worksheet is prepared by Contractor and given to End User. If a PO is issued, both documents MUST be faxed to H-GAC @ 713-993-4548. Therefore please type or print legibly.

City of Vista, CA
Catalog / Price Sheet
Name:Form D - Products and Services Offerings (Tab B)
Steve Nowak
(760) 643-5403
O12 - Traffic Control Plan (per setup)
Description
P31 - Travel and Mobilization - California
A. Catalog / Price Sheet Items being purchased - Itemize Below - Attach Additional Sheet If Necessary C16 - 30" X 22.5mm STEAM/WATER CURE
Total From Other Sheets, If Any:

Removal of existing MH steps and existing coatings or linings B35 - Infiltration Control - Chemical Grout
C28 - 60" Additional 1.5mm
O11 - Barricades, Signs, and Traffic Handling (per setup) G17 - Rebuild Bench and Invert
C68 - 36" or Larger CIPP Setup Charge (<300 LF)
G46 - New manhole frame and cover
Subtotal A:

Bond Included
09/12/2023 C5 Page 18 of 53

{00111729 1} Exhibit B

EXHIBIT B

NOT APPLICABLE TO THIS CONTRACT

09/12/2023 C5 Page 19 of 53

{00111729 1} Exhibit C, Page 1 of 3

EXHIBIT C

INSURANCE REQUIREMENTS
Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. Nothing in these provisions shall limit Contractor’s Duty of Indemnification.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (“CGL”): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products, completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.

Contractor shall also provide the additional coverages checked below and at least as broad as:

4. Professional Liability, with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

If the Contractor maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either: the Contractor shall cause the insurer to reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration, and defense expenses.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of with respect 09/12/2023 C5 Page 20 of 53

{00111729 1} Exhibit C, Page 2 of 3
to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used), unless otherwise approved in advance by City.

2. For any claims related to this Project, the Contractor’s insurance coverage shall be primary insurance as respects City, its officers, officials, employees, and volunteers.

Any insurance or self-insurance maintained by City, its officers, officials, employees, and volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to City.

Claims Made Policies
If any coverage required is written on a claims-made coverage form:

1. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.

4. A copy of the claims reporting requirements must be submitted to City for review.

Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to City.

Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of City for all work performed by the Contractor, its employees, agents and subcontractors.

Verification of Coverage
Contractor shall furnish City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. City reserves the right to require 09/12/2023 C5 Page 21 of 53

{00111729 1} Exhibit C, Page 3 of 3
complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format least as broad as CG 20 38 04 13.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.

09/12/2023 C5 Page 22 of 53

{00111729 1} Exhibit D

AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS [Labor Code §§ 1720, 1771.1, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 3700] The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following provisions of California law:

1. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor of any tier may be awarded a contract for public work on a public works project without proof of registration with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

2. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency (“Agency”) and agrees to be bound by all the provisions thereof as though set forth in full herein.

3. Contractor agrees to comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.

4. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor.

5. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the Agency of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors.

6. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors.

7. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the Agency, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code.

8. Registrations under Section 1725.5 expire annually at the end of June, and Contractor is responsible for verifying the renewal status of each subcontractor, of any tier, working on this Contract, and providing City with an updated list of all subcontractors and their registration status. Subcontractors who do not timely renew their registration must be removed from the job site until they are registered. The removal of a subcontractor for failure to be registered shall not be cause for any extension of time or additional compensation of any nature under the Contract.

9. Contractor shall provide to City, as a condition precedent to the payment of Contractor’s final retention, a complete list of all subcontractors who have worked on the Project, including their registration numbers. This list must be provided at least 30days prior to the payment of the final retention and shall be submitted under penalty of perjury.

10. To the fullest extent permitted by law and without limitation by the other provisions of this Contract relating to indemnification and insurance, Contractor shall also indemnify, defend and hold harmless City, and its directors, officers, employees and agents from and against all liability, excluding penalties assessed 09/12/2023 C5 Page 23 of 53

{00111729 1} Exhibit D
against City under Labor Code Section 1773.3, but including, without limitation, associated investigation and administrative expenses, defense costs, reasonable attorneys' fees, expert witness fees, court costs, and costs of alternative dispute resolution, resulting from Contractor’s failure to comply with the provisions of this section and of Article 2, Chapter 1, Part 7, Division 2 of the California Labor Code with respect to Contractor, all subcontractors of any tier, and their respective employees working under this Contract. 11 . California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker’s compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Signature Date
Name/Title Company:

09/12/2023 C5 Page 24 of 53

{00111729 1} Exhibit E

EXHIBIT E

SPECIAL PROVISIONS
This Contract is subject to the following provisions, if checked:

1. State of California grant conditions, as attached.

2. Federal grant conditions, as attached.

3. Other conditions, as attached.

09/12/2023 C5 Page 25 of 53

{00111729 1} Exhibit F

EXHIBIT F

ORIGINATING AGENCY AGREEMENT

09/12/2023 C5 Page 26 of 53

DocuSign Envelope ID:F394F443-52A4-4AC4-A6 '»D8AA70BA03 H-GAC
Houston-Galveston Area Council
P.O.Box 22777 •3555 Timmons •Houston,Texas 77227-2777
Cooperative Agreement -VacVision Environmental,LLC -Public Services -18-00380 18-00380

SPECIAL PROVISIONS
Incorporated by attachment,as part of the whole agreement,H-GAC and the Contractor do,hereby agree to the Special Provisions as follows:

ARTICLE 1:BIDS/PROPOSALS INCORPORATED
In addition to the whole Agreement,the following documents listed in order of priority are incorporated into the Agreement by reference:Bid/Proposal Specifications and Contractor's Response to the Bid/Proposal.

ARTICLE 2:END USER AGREEMENTS ("EUA'T
H-GAC acknowledges that the END USER may choose to enter into an End User Agreement ("EUA)with the Contractor through this Agreement,and that the term of the EUA may exceed the term of the current H-GAC Agreement.H-GAC's acknowledgement is not an endorsement or approval of the End User Agreement's terms and conditions.Contractor agrees not to offer,agree to or accept from the END USER,any terms or conditions that conflict with those in Contractor's Agreement with H-GAC.Contractor affirms that termination of its Agreement with H-GAC for any reason shall not result in the termination of any underlying EUA,which shall in each instance,continue pursuant to the EUA's stated terms and duration.Pursuant to the terms of this Agreement,termination of this Agreement will disallow the Contractor from entering into any new EUA with END USERS.Applicable H-GAC order processing charges will be due

a
n
d
payable to H-GAC
on any EUAs,surviving termination of this Agreement between H-GAC and Contractor.

ARTICLE 3:MOST FAVORED CUSTOMER CLAUSE
Contractor shall provide its most favorable pricing and terms to H-GAC.If at any time during this Agreement, Contractor develops a regularly followed standard procedure of entering into agreements with other governmental customers within the State of Texas,and offers the same or substantially the same products/services offered to H-GAC on a basis that provides prices,warranties,benefits,and or terms more favorable than those provided to H-GAC,Contractor shall notify H-GAC within ten (10)business days thereafter,and this Agreement shall be deemed to be automatically retroactively amended,to the effective date of Contractor's most favorable past agreement with another entity.Contractor shall provide the same prices, warranties,benefits,or terms to H-GAC and its END USER as provided in its most favorable past agreement.

H-GAC shall have the right and option at any time to decline to accept any such change,in which case the amendment shall be deemed null and void.If Contractor claims that a more favorable price,warranty,benefit, or term that was charged or offered to another entity during the term of this Agreement,does not constitute more favorable treatment,than Contractor shall,within ten (10)business days,notify H-GAC in writing, setting forth the detailed reasons Contractor believes the aforesaid offer is not in fact most favored treatment.

H-GAC,after due consideration of Contractor's written explanation,may decline to accept such explanation and thereupon this Agreement between H-GAC and Contractor shall be automatically amended,effective retroactively,to the effective date of the most favored agreement,to provide the same prices,warranties,

09/12/2023 C5 Page 27 of 53

DocuSign Envelope ID:F394F443-52A4-4AC4-A6 D8AA70BA03
benefits,or terms to H-GAC and the END USER.

EXCEPTION:This clause shall not be applicable to prices and price adjustments offered by a bidder, Proposer or contractor,which are not within bidder's/proposer's control [example;a manufacturer's bid concession],or to any prices offered to the Federal Government and its agencies.

ARTICLE 4:PARTY LIABILITY
Contractor's total liability under this Agreement,whether for breach of contract,warranty,negligence,strict liability,in tort or otherwise,is limited to the price of the particular products/services sold hereunder.

Contractor agrees either to refund the purchase price or to repair or replace product(s)that are not as warranted.

Contractor accepts liability to repay,and shall repay upon demand to END USER,any amounts determined by H-GAC,its independent auditors,or any state or federal agency,to have been paid in violation of the terms of this Agreement.

ARTICLE 5:GOVERNING LAW &VENUE
Contractor and H-GAC agree that Contractor will make every reasonable effort to resolve disputes the END USER in accord with the law and venue rules of the state of purchase.Contractor shall immediately notify H- GAC of such disputes.

ARTICLE 6:SALES AND ORDER PROCESSING CHARGE
Contractor shall sell its products to END USERS based on the pricing and terms of this Agreement.H-GAC will invoice Contractor for the applicable order processing charge when H-GAC receives notification of an END USER order.Contractor shall remit to H-GAC the full amount of the applicable order processing charge,after delivery of any product or service and subsequent END USER acceptance.Payment of the Order Processing Charge shall be remitted from Contractor to H-GAC,within thirty (30)calendar days or ten (10) business days after receipt of an END USER's payment,whichever comes first,notwithstanding Contractor's receipt of invoice.For sales made by Contractor based on this Agreement,including sales to entities without Interlocal Agreements,Contractor shall pay the applicable order processing charges to H-GAC.Further, Contractor agrees to encourage entities who are not members of H-GAC's Cooperative Purchasing Program to execute an H-GAC Interlocal Agreement.H-GAC reserves the right to take appropriate actions including,but not limited to,Agreement termination if Contractor fails to promptly remit the appropriate order processing charge to H-GAC.In no event shall H-GAC have any liability to Contractor for any goods or services an END USER procures from Contractor.At all times,Contractor shall remain liable to pay to H-GAC any order processing charges on any portion of the Agreement actually performed,and for which compensation was received by Contractor.

ARTICLE 7:LIQUIDATED DAMAGES
Contractor and H-GAC agree that Contractor shall cooperate with the END USER at the time an END USER purchase order is placed,to determine terms for any liquidated damages.

ARTICLE 8:INSURANCE
Unless otherwise stipulated in Section B of the Bid/Proposal Specifications,Contractor must have the following insurance and coverage minimums:
a.General liability insurance with a Single Occurrence limit of at least $1,000,000.00,and a General

09/12/2023 C5 Page 28 of 53

DocuSign Envelope ID:F394F443-52A4-4AC4-A6 D8AA70BA03
Aggregate limit of at least two times the Single Occurrence limit.

Product liability insurance with a Single Occurrence limit of at least $1,000,000.00,and a General Aggregate limit of at least two times the Single Occurrence limit for all Products except Automotive Fire Apparatus.For Automotive Fire Apparatus,see Section B of the Bid/Proposal Specifications.

Property Damage or Destruction insurance is required for coverage of End User owned equipment while in Contractor's possession,custody or control.The minimum Single Occurrence limit is $500,000.00 and the General Aggregate limit must be

a
t
least two times the Single Occurrence
limit.This insurance may be carried in several ways,e.g.under an Inland Marine policy,as art of Automobile coverage,or under a Garage Keepers policy.In any event,this coverage must be specifically and clearly listed on insurance certificate(s)submitted to H-GAC. b.Insurance coverage shall be in effect for the length of any contract made pursuant to the Bid/Proposal, and for any extensions thereof,plus the number of days/months required to deliver any outstanding order after the close of the contract period.
c.Original Insurance Certificates must be furnished to H-GAC on request,showing Contractor as the insured and showing coverage and limits for the insurances listed above. d.If any Product(s)or Service(s)will be provided by parties other than Contractor,all such parties are required to carry the minimum insurance coverages specified herein,and if requested by H-GAC, a separate insurance certificate must be submitted for each such party. e.H-GAC reserves the right to contact insurance underwriters to confirm policy and certificate issuance and document accuracy.

ARTICLE 9:PERFORMANCE AND PAYMENT BONDS FOR INDIVIDUAL ORDERS H-GAC's contractual requirements DO NOT include a Performance &Payment Bond (PPB);therefore, Contractor shall offer pricing that reflects this cost savings.Contractor shall remain prepared to offer a PPB to cover any order if so requested by the END USER.Contractor shall quote a price to END USER for provision of any requested PPB,and agrees to furnish the PPB within ten business (1 0)days of receipt of END USER's purchase order.

ARTICLE 10:CHANGE OF STATUS
Contractor shall immediately notify H-GAC,in writing,of ANY change in ownership,control, dealership/franchisee status,Motor Vehicle license status,or name.Contractor shall offer written guidance to advise H-GAC if this Agreement shall be affected in any way by such change.H-GAC shall have the right to determine whether or not such change is acceptable,and to determine what action shall be warranted,up to and including cancellation of Agreement.

ARTICLE 11:TEXAS MOTOR VEHICLE BOARD LICENSING
All that deal in motor vehicles shall maintain current licenses that are required by the Texas Motor Vehicle Commission Code.If at any time during this Agreement term,any required Contractor license is denied, revoked,or not renewed,Contractor shall be in default of this Agreement,unless the Texas Motor Vehicle

09/12/2023 C5 Page 29 of 53

4*D8AA70BA03DocuSignEnvelopeID:F394F443-52A4-4AC4-A6
Board issues a stay or waiver.Contractor shall promptly provide copies of all current applicable Texas Motor Vehicle Board documentation to H-GAC upon request.

09/12/2023 C5 Page 30 of 53

DocuSign Envelope ID:F394F443-52A4-4AC4-A6 D8AA70BA03
H-GAC
Houston-Galveston Area Council
P.O.Box 22777 •3555 Timmons •Houston,Texas 77227-2777
Cooperative Agreement -VacVision Environmental,LLC -Public Services -18-00380 18-00380

GENERAL PROVISIONS
This Agreement is made and entered into,by and between the Houston-Galveston Area Council hereinafter referred to as H-GAC having its principal place of business at 3555 Timmons Lane,Suite 120,Houston,Texas 77027 and VacVision Environmental,LLC,hereinafter referred to as the Contractor,having its principal place of business at 10200 U.S.Highway 92 East,Tampa,FL 33610.

WITNESSETH:

WHEREAS,H-GAC hereby engages the Contractor to perform certain services in accordance with the specifications of the Agreement;and
WHEREAS,the Contractor has agreed to perform such services in accordance with the specifications of the Agreement;
NOW,THEREFORE,H-GAC and the Contractor do hereby agree as follows:

ARTICLE 1:LEGAL AUTHORITY
The Contractor warrants and assures H-GAC that it possesses adequate legal authority to enter into this Agreement.The Contractor's governing body,where applicable,has authorized the signatory official(s)to enter into this Agreement and bind the Contractor to the terms of this Agreement and any subsequent amendments hereto.

ARTICLE 2:APPLICABLE LAWS
The Contractor agrees to conduct all activities under this Agreement in accordance with all applicable rules,regulations,directives,standards,ordinances,and laws,in effect or promulgated during the term of this Agreement,including without limitation,workers'compensation laws,minimum and maximum salary and wage statutes and regulations,and licensing laws and regulations.When required,the Contractor shall furnish H-GAC with satisfactory proof of its compliance therewith.

ARTICLE 3:INDEPENDENT CONTRACTOR
The execution of this Agreement and the rendering of services prescribed by this Agreement do not change the independent status of H-GAC or the Contractor.No provision of this Agreement or act of H- GAC in performance of the Agreement shall be construed as making the Contractor the agent,servant or employee of H-GAC,the State of Texas or the United States Government.Employees of the Contractor are subject to the exclusive control and supervision of the Contractor.The Contractor is solely responsible for employee related disputes and discrepancies,including employee payrolls and any claims arising therefrom.

ARTICLE 4:WHOLE AGREEMENT
The General Provisions,Special Provisions,and Attachments,as provided herein,constitute the complete Agreement ("Agreement")between the parties hereto,and supersede any and all oral and written agreements between the parties relating to matters herein. Except as otherwise provided herein,this Agreement cannot be modified without written consent of the parties.

09/12/2023 C5 Page 31 of 53

DocuSign Envelope ID:F394F443-52A4-4AC4-A6 D8AA70BA03
ARTICLE 5:SCOPE OF SERVICES
The services to be performed by the Contractor are outlined in an Attachment to this Agreement.

ARTICLE 6:PERFORMANCE PERIOD
This Agreement shall be performed during the period which begins 07/01/18 and ends 06/30/21.All services under this Agreement must be rendered within this performance period,unless directly specified under a written change or extension provisioned under Article 15,which shall be fully executed by both parties to this Agreement.

ARTICLE 7:PAYMENT OR FUNDING
Payment provisions under this Agreement are outlined in the Special Provisions.

ARTICLE 8:REPORTING REQUIREMENTS
If the Contractor fails to submit to H-GAC in a timely and satisfactory manner any report required by this Agreement,or otherwise fails to satisfactorily render performances hereunder,H-GAC may terminate this agreement with notice as identified in Article 16 of these General Provisions.H-GAC has final determination of the adequacy of performance and reporting by Contractor.Termination of this agreement for failure to perform may affect Contractor's ability to participate in future opportunities with H-GAC.The Contractor's failure to timely submit any report may also be considered cause for termination of this Agreement.

Any additional reporting requirements shall be set forth in the Special Provisions of this Agreement.

ARTICLE 9:INSURANCE
Contractor shall maintain insurance coverage for work performed or services rendered under this Agreement as outlined and defined in the attached Special Provisions.

ARTICLE 10:SUBCONTRACTS and ASSIGNMENTS
Except as may be set forth in the Special Provisions,the Contractor agrees not to subcontract,assign, transfer,convey,sublet or otherwise dispose of this Agreement or any right,title,obligation or interest it may have therein to any third party without prior written approval of H-GAC.The Contractor acknowledges that H-GAC is not liable to any subcontractor or assignee of the Contractor.The Contractor shall ensure that the performance rendered under all subcontracts shall result in compliance with all the terms and provisions of this Agreement as if the performance rendered was rendered by the Contractor.Contractor shall give all required notices,and comply with all laws and regulations applicable to furnishing and performance of the work.Except where otherwise expressly required by applicable law or regulation,H-GAC shall not be responsible for monitoring Contractor's compliance,or that of Contractor's subcontractors,with any laws or regulations.

ARTICLE 11:AUDIT
Notwithstanding any other audit requirement,H-GAC reserves the right to conduct or cause to be conducted an independent audit of any transaction under this Agreement,such audit may be performed by the H-GAC local government audit staff,a certified public accountant firm,or other auditors designated by H-GAC and will be conducted in accordance with applicable professional standards and practices.The Contractor understands and agrees that the Contractor shall be liable to the H-GAC for any findings that result in monetary obligations to H-GAC.

ARTICLE 12:EXAMINATION OF RECORDS
The Contractor shall maintain during the course of the work complete and accurate records of all of the Contractor's costs and documentation of items which are chargeable to H-GAC under this Agreement.

H-GAC,through its staff or designated public accounting firm,the State of Texas,and United States

09/12/2023 C5 Page 32 of 53

DocuSign Envelope ID:F394F443-52A4-4AC4-A6^^l D8AA70BA03 Government,shall have the right at any reasonable time to inspect,copy and audit those records on or off the premises by authorized representatives of its own or any public accounting firm selected by H- GAC.The right of access to records is not limited to the required retention period,but shall last as long as the records are retained.Failure to provide access to records may be cause for termination of the Agreement.The records to be thus maintained and retained by the Contractor shall include (without limitation):(1)personnel and payroll records,including social security numbers and labor classifications,accounting for total time distribution of the Contractor's employees working full or part time on the work,as well as cancelled payroll checks,signed receipts for payroll payments in cash,or other evidence of disbursement of payroll payments;(2)invoices for purchases,receiving and issuing documents,and all other unit inventory records for the Contractor's stocks or capital items;and (3) paid invoices and cancelled checks for materials purchased and for subcontractors'and any other third parties'charges.

The Contractor further agrees that the examination of records outlined in this article shall be included in all subcontractor or third-party agreements.

ARTICLE 13:RETENTION OF RECORDS
The Contractor and its subcontractors shall maintain all records pertinent to this Agreement,and all other financial,statistical,property,participant records,and supporting documentation for a period of no less than seven (7)years from the later of the date of acceptance of the final payment or until all audit findings have been resolved.If any litigation,claim,negotiation,audit or other action involving the records has been started before the expiration of the retention period,the records shall be retained until completion of the action and resolution of all issues which arise from it,or until the end of the seven (7)years,whichever is later,and until any outstanding litigation,audit,or claim has been fully resolved.

ARTICLE 14:CHANGES AND AMENDMENTS
A.Any alterations,additions,or deletions to the terms of this Agreement,which are required by changes in federal or state law or by regulations,are automatically incorporated without written amendment hereto,and shall become effective on the date designated by such law or by regulation.

To ensure the legal and effective performance of this Agreement,both parties agree that any amendment that affects the performance under this Agreement must be mutually agreed upon and that all such amendments must be in writing.After a period of no less than 30 days subsequent to written notice,unless sooner implementation is required by law,such amendments shall have the effect of qualifying the terms of this Agreement and shall be binding upon the parties as if written herein.

B.

ARTICLE 15;TERMINATION PROCEDURES
The Contractor acknowledges that this Agreement may be terminated for Convenience or Default.

A.Convenience
H-GAC may terminate this Agreement at any time,in whole or in part,with or without cause, whenever H-GAC determines that for any reason such termination is in the best interest of H- GAC,by providing written notice by certified mail to the Contractor.Upon receipt of notice of termination,all services hereunder of the Contractor and its employees and subcontractors shall cease to the extent specified in the notice of termination.

The Contractor may cancel or terminate this Agreement upon submission of thirty (30)days written notice,presented to H-GAC via certified mail.The Contractor may not give notice of cancellation after it has received notice of default from H-GAC.

DefaultB.

09/12/2023 C5 Page 33 of 53

DocuSign Envelope ID:F394F443-52A4-4AC4-A6 D8AA70BA03
H-GAC may,by written notice of default to the Contractor,terminate the whole or any part of the Agreement,in any one of the following circumstances:
(1)If the Contractor fails to perform the services herein specified within the time specified herein or any extension thereof;or
(2)If the Contractor fails to perform any of the other provisions of this Agreement for any reason whatsoever,or so fails to make progress or otherwise violates the Agreements that completion of services herein specified within the Agreement term is significantly endangered,and in either of these two instances does not cure such failure within a period often (10)days (or such longer period of time as may be authorized by H-GAC in writing) after receiving written notice by certified mail of default from H-GAC.

ARTICLE 16:SEVERABILITY
H-GAC and Contractor agree that should any provision of this Agreement be determined to be invalid or unenforceable,such determination shall not affect any other term of this Agreement,which shall continue in full force and effect.

ARTICLE 17:FORCE MAJEURE
To the extent that either party to this Agreement shall be wholly or partially prevented from the performance of any obligation or duty placed on such party by reason of or through strikes,stoppage of labor,riot,fire,flood,acts of war,insurrection,accident,order of any court,act of God,or specific cause reasonably beyond the party's control and not attributable to its neglect or nonfeasance,in such event, the time for the performance of such obligation or duty shall be suspended until such disability to perform is removed.Determination of force majeure shall rest solely with H-GAC.

ARTICLE 18:CONFLICT OF INTEREST
No officer,member or employee of the Contractor or subcontractor,no member of the governing body of the Contractor,and no other public officials of the Contractor who exercise any functions or responsibilities in the review or Contractor approval of this Agreement,shall participate in any decision relating to this Agreement which affects his or her personal interest,or shall have any personal or pecuniary interest,direct or indirect,in this Agreement.

ARTICLE 19:FEDERAL COMPLIANCE
Contractor agrees to comply with all federal statutes relating to nondiscrimination,labor standards, and environmental compliance.Additionally,for work to be performed under the Agreement or subcontract thereof,including procurement of materials or leases of equipment,Contractor shall notify each potential subcontractor or supplier of the Contractor's federal compliance obligations.These may include,but are not limited to:(a)Title VI of the Civil Rights Act of 1964 (P.L.88-352)which prohibits discrimination on the basis of race,color or national origin;(b)Title IX of the Education Amendments of 1972,as amended (20 U.S.C.§§1681-1683,and 1685-1686),which prohibits discrimination on the basis of sex;(c)the Fair Labor Standards Act of 1938 (29 USC 676 et.seq.),(d)Section 504 of the Rehabilitation Act of 1973,as amended (29 U.S.C.§794),which prohibits discrimination on the basis of handicaps and the Americans with Disabilities Act of 1990;(e)the Age Discrimination in Employment Act of 1967 (29 USC 621 et.seq.)and the Age Discrimination Act of 1974,as amended (42 U.S.C.§§ 6101-6107),which prohibits discrimination on the basis of age;(f)the Drug Abuse Office and Treatment Act of 1972 (P.L.92-255),as amended,relating to nondiscrimination on the basis of drug abuse;(g)the Comprehensive Alcohol Abuse and Alcoholism Prevention,Treatment and Rehabilitation Act of 1970 (P.L.91-616),as amended,relating to the nondiscrimination on the basis of alcohol abuse or alcoholism;(h)§§523 and 527 of the Public Health Service Act of 1912 (42 U.S.C.290 dd-3 and 290 ee- 3),as amended,relating to confidentiality of alcohol and drug abuse patient records;(i)Title VIII of the Civil Rights Act of 1968 (42 U.S.C.§3601 et seq.),as amended,relating to nondiscrimination in the sale,rental or financing of housing;(j)any other nondiscrimination provisions in any specific statute(s)

09/12/2023 C5 Page 34 of 53

JDocuSignEnvelopeID:F394F443-52A4-4AC4-A6 D8AA70BA03
applicable to any Federal funding for this Agreement;(k)the requirements of any other nondiscrimination statute(s)which may apply to this Agreement;(1)applicable provisions of the Clean Air Act (42 U.S.C.§7401 et seq.),the Federal Water Pollution Control Act,as amended (33 U.S.C. §1251 et seq.),Section 508 of the Clean Water Act (33 U.S.C.1368),Executive Order 11738,and the Environmental Protection Agency regulations at 40 CPR Part 15;(m)applicable provisions of the Davis-Bacon Act (40 U.S.C.276a -276a-7),the Copeland Act (40 U.S.C.276c),and

t
h
e
Contract Work
Hours and Safety Standards Act (40 U.S.C.327-332),as set forth in Department of Labor Regulations at 20 CPR 5.5a;(n)the mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (P.L.94-163).

ARTICLE 20:CRIMINAL PROVISIONS AND SANCTIONS
The Contractor agrees to perform the Agreement in conformance with safeguards against fraud and abuse as set forth by the H-GAC,the State of Texas,and the acts and regulations of any related state or federal agency.The Contractor agrees to promptly notify H-GAC of any actual or suspected fraud, abuse,or other criminal activity through the filing of a written report within twenty-four (24)hours of knowledge thereof.Contractor shall notify H-GAC of any accident or incident requiring medical attention arising from its activities under this Agreement within twenty -four (24)hours of such occurrence.Theft or willful damage to property on loan to the Contractor from H-GAC,if any,shall be reported to local law enforcement agencies and H-GAC within two (2)hours of discovery of any such act.

The Contractor further agrees to cooperate fully

w
i
t
h
H-GAC,local law enforcement agencies,the State
of Texas,the Federal Bureau of Investigation and any other duly authorized investigative unit,in carrying out a full investigation of all such incidents.

The Contractor shall notify H-GAC of the threat of lawsuit or of any actual suit filed against the Contractor pertaining to this Agreement or which would adversely affect the Contractor's ability to perform services under this Agreement.

ARTICLE 21:INDEMNIFICATION AND RECOVERY
H-GAC's liability under this Agreement,whether for breach of contract,warranty,negligence,strict liability,in tort or otherwise,is limited to its order processing charge.In no event will H-GAC be liable for any loss of use,loss of time,inconvenience,commercial loss,lost profits or savings or other incidental,special or consequential damages to the full extent such use may be disclaimed by law.

Contractor agrees,to the extent permitted by law,to defend and hold harmless H-GAC,its board members,officers,agents,officials,employees and indemnities from any and all claims,costs,expenses (including reasonable attorney fees),actions,causes of action,judgements,and liens arising as a result of Contractor's negligent act or omission under this Agreement.Contractor shall notifiy H-GAC of the threat of lawsuit or of any actual suit filed against Contractor relating to this Agreement.

ARTICLE 22:LIMITATION OF CONTRACTOR'S LIABILITY
Except as specified in any separate writing between the Contractor and an END USER,Contractor's total liability under this Agreement,whether for breach of contract,warranty,negligence,strict liability,in tort or otherwise,but excluding its obligation to indemnify H-GAC,is limited to the price of the particular products/services sold hereunder,and Contractor agrees either to refund the purchase price or to repair or replace product(s)that are not as warranted.In no event will Contractor be liable for any loss of use,loss of time,inconvenience,commercial loss,loss of profits or savings or other incidental,special or consequential damages to the full extent such use may be disclaimed by law.

Contractor understands and agrees that it shall be liable to repay and shall repay upon demand to

09/12/2023 C5 Page 35 of 53

4/JDocuSignEnvelopeID:F394F443-52A4-4AC4-A6 D8AA70BA03
END USER any amounts determined by H-GAC,its independent auditors,or any agency of State or Federal government to have been paid in violation of the terms of this Agreement.

ARTICLE 23:TITLES NOT RESTRICTIVE
The titles assigned to the various Articles of this Agreement are for convenience only.Titles shall not be considered restrictive of the subject matter of any Article,or part of this Agreement.

ARTICLE 24:JOINT WORK PRODUCT
This Agreement is the joint work product of H-GAC and the Contractor.This Agreement has been negotiated by H-GAC and the Contractor and their respective counsel and shall be fairly interpreted in accordance with its terms and,in the event of any ambiguities,no inferences shall be drawn against any party.

ARTICLE 25:DISPUTES
All disputes concerning questions of fact or of law arising under this Agreement,which are not addressed within the Whole Agreement as defined pursuant to Article 4 hereof,shall be decided by the Executive Director of H-GAC or his designee,who shall reduce his decision to writing and provide notice thereof to the Contractor.The decision of the Executive Director or his designee shall be final and conclusive unless,within thirty (30)days from the date of receipt of such notice,the Contractor requests a rehearing from the Executive Director of H-GAC.In connection with any rehearing under this Article,the Contractor shall be afforded an opportunity to be heard and offer evidence in support of its position.The decision of the Executive Director after any such rehearing shall be final and conclusive.The Contractor may,if it elects to do so,appeal the final and conclusive decision of the Executive Director to a court of competent jurisdiction.Pending final decision of a dispute hereunder, the Contractor shall proceed diligently with the performance of the Agreement and in accordance with H-GAC's final decision.

ARTICLE 26:CHOICE OF LAW:VENUE
This Agreement shall be governed by the laws of the State of Texas.Venue and jurisdiction of any suit or cause of action arising under or in connection with the Agreement shall lie exclusively in Harris County,Texas.Disputes between END USER and Contractor are to be resolved in accordance with the law and venue rules of the state of purchase.Contractor shall immediately notify H-GAC of such disputes.

ARTICLE 27:ORDER OF PRIORITY
In the case of any conflict between or within this Agreement,the following order of priority shall be utilized:1)General Provisions,2)Special Provisions,3)Scope of Work,and,4)Other Attachments.

09/12/2023 C5 Page 36 of 53

JD8AA70BA03DocuSignEnvelopeID:F394F443-52A4-4AC4-A6
SIGNATURES:

H-GAC and the Contractor have read,agreed,and executed the whole Agreement as of the

d
a
t
e
first
written above,as accepted by:

VacVis^oftnEnyiHeynmental,LLC
H-GAC > OocuSigned by:

Signature
v B7EF48F41231484...Signatun
v 82EC270D5D6 1423..

Name Chuck Wemple
Nicholas BanchettiName
COOTitle
Executive DirectorTitle
Date 6/14/2018
Date 6/13/2018

09/12/2023 C5 Page 37 of 53

cHGACBuy
Attachment A
VacVision Environme
n
t
a
l
,
LLC
T renchless Pipeline Rehabilitation Services
Contract No.:TP07-18
Item
Pay Item Descrition#Unit Price
A.Clean/TV and Evaluation for Gravity Pipelines
Sewer Main Television Inspection (8"through 15"Diameter)A1 LF 4.00 Sewer Main Television Inspection (18"through 24"Diameter)A2 LF 6.00 Sewer Main Television Inspection (27"through 36"Diameter)A3 LF 8.00 Sewer Main Television Inspection (42"through 48"Diameter)LFA4 12.00 Sewer Main Television Inspection (54"through 60"Oiameter)LFA5 14.00 Sewer Main Television Inspection (66"through 72"Diameter)LFA6 22.00 Sewer Main Television Inspection (78"through 90"Diameter)A7 LF 35.00 Sewer Main Television Insepction (96"through 108"Diameter)A8 LF 40.00 Sewer Main Cleaning -Normal (8"through 15"Diameter)LFA9 4.00 Sewer Main Cleaning -Normal (18"through 24"Diameter)LFA10 6.00 Sewer Main Cleaning -Normal (27"through 36"Diameter)LFAll 8.00 Sewer Main Cleaning -Normal (42"through 48"Diameter)LFA12 12.00 Sewer Main Cleaning -Normal (54"through 60"Diameter)LFA13 14.00 Sewer Main Cleaning -Normal {66"through 72"Diameter)A14 LF 22.00 Sewer Main Cleaning -Normal (78"through 90"Diameter)A15 LF 35.00 Sewer Main Cleaning -Normal (96"through 108"Diameter)LFA16 40.00 Sewer Main Cleaning -Mechanical (8"through 15"Diameter)LFA17 6.00 Sewer Main Cleaning -Mechanical (18"through 24"Diameter) Sewer Main Cleaning -Mechanical (27"through 36"Diameter) LF 8.00A18
A19 LF 25.00
Sewer Main Cleaning -Mechanical (42"through 48"Diameter)A20 LF 35.00 Sewer Main Cleaning -Mechanical (54"through 60"Diameter)LFA21 38.00 Sewer Main Cleaning -Mechanical (66"through 72"Diameter)LF 55.00A22 Sewer Main Cleaning -Mechanical (78"through 90"Diameter)LF 80.00A23 Sewer Main Cleaning -Mechanical (96"through 108"Diameter)LF 110.00A24 6"Clean and TV storm sewer 5.52A2SLF
8"Clean and TV storm sewer 5.52A26LF
10"Clean and TV storm sewer 6.90A27LF
12"Clean and TV storm sewer 6.90A28LF
15"Clean and TV storm sewer 9.66A29LF
18"Clean and TV storm sewer 13.80LFA30
21"Clean and TV storm sewer 16.56LFA31
24"Clean and TV storm sewer 19.32LFA32
27"Clean and TV storm sewer 20.70LFA33
30"Clean and TV storm sewer 27.60A34LF
33"Clean and TV storm sewer 34.50LFA35

41.4036"Clean and TV storm sewerLFA36
42"Clean and TV storm sewer 55.20LFA37
48"Clean and TV storm sewer 69.00LFA38

82.8054"Clean and TV storm sewerLFA39
100.0060"Clean and TV storm sewerLFA40
115.0066"Clean and TV storm sewerLFA41
130.0072"Clean and TV storm sewerLFA42
145.0078"Clean and TV storm sewerLFA43
160.0084"Clean and TV storm sewerLFA44
175.0090"Clean and TV storm sewerLFA45
190.0096"Clean and TV storm sewerLFA46
205.00102"Clean and TV storm sewerLFA47
220.00108"Clean and TV storm sewerLFA48
235.00114"Clean and TV storm sewerLFA49
250.00Greaterthan114"Clean and TV storm sewerLFA50

5.006"-12"Post TV Inspection After RehabilitationLFAS1

5.0014"-20"Post TV Inspection After RehabilitationLFA52

9.0021"-36"Post TV Inspection After RehabilitationLFA53

12.0037"-42"Post TV Inspection After RehabilitationLFA54

22.0043"-48"Post TV Inspection After RehabilitationLFA55

32.0049"-54"Post TV Inspection After RehabilitationLFA56

42.0055"-60"Post TV Inspection After RehabilitationLFAS7

52.0061"-72"Post TV Inspection After RehabilitationLFA58

62.0073"or Larger Post TV Inspection After RehabilitationLFAS9 4312.00HeavyLiftStationCleaning(Remove all Debris to Bottom of LS -4 hr minimum)EAA60 1078.00MajorLiftStationCleaning-Additional HoursHRA61
1150.00MinorLiftStationCleaning(Skimming Top of LS -4 hr minimum)EAA62 287.50MinorLiftStationCleaning-Additional HoursHRA63
500.00VactorTruckServicesHRA64

90.00WasteWaterTreatmentPlantDebrisRemoval/Sludge Hauling (Small)YDA6S 350.00WasteWaterTreatmentPlantDebrisRemoval/Sludge Hauling (Large)YDA66 300.00Re-setup for TV Due to Point Repairs or Obstructions Mechanical Root removal
EAA67

8.00LFA68

3.22GreaseremovalLFA69
690.00OtherRemoteObstructionremoval(max.5 If)EAA70

1.84SmokeTestingLFA71
184.00Manhole/Cleanout &Sewer Line Visual InspectionEAA72 Page \of 1 309/12/2023 C5 Page 38 of 53

It aHGACBuy
GPS Survey of Manholes &CleanoutsA73EA 400.00
Heavy Debris Removal -MAN ENTRYA74EA 250.00
Heavy Debris Removal -LARGE DIAMETER MAN ENTRYA75EA 500.00 Heavy Debris Removal -REMOTE ENTRYA76LF 1000.00
Dyed Water Flooding/leak Quantification &

E
v
a
l
u
a
t
i
o
nA77EA 322.00
B.Centrifugally Cast Pipe Rehabilitation for Sewer Lines 36"STORM PIPE -QLS REHABILITATION -1."ThicknessBlLF 405.00 42"STORM PIPE -QLS REHABILITATION -1."ThicknessB2LF 430.00 48"STORM PIPE -QLS REHABILITATION -1."ThicknessLFB3 460.00 54"STORM PIPE -QLS REHABILITATION -1.5"ThicknessLFB4 645.00 60"STORM PIPE -QLS CAST REHABILITATION -1.5"ThicknessBSLF 678.00 66"STORM PIPE -QLS REHABILITATION -1.5"ThicknessB6LF 715.00 72"STORM PIPE -QLS REHABILITATION -1.5"ThicknessB7LF 850.00 78"STORM PIPE -QLS REHABILITATION -1.5"ThicknessB8LF 925.00 84"STORM PIPE -QLS REHABILITATION -1.5"ThicknessB9LF 1075.00 90"STORM PIPE -QLS REHABILITATION -1.5"ThicknessLFBIO 1200.00 96"STORM PIPE -QLS REHABILITATION -1.5"ThicknessBllLF 1500.00 102"STORM PIPE -QLS REHABILITATION -1.5"ThicknessB12LF 1800.00 108"STORM PIPE -QLS REHABILITATION -1.5"ThicknessB13LF 2300.00 Greater than 108"STORM PIPE -QLS REHABILITATION -1.5"ThicknessB14LF 2700.00 NON ROUND SEWER PIPEBISSF 55.00
36"SANITARY PIPE -QLS REHABILITATION -1."ThicknessB16LF 405.00 42"SANITARY PIPE -QLS REHABILITATION -1."ThicknessB17LF 430.00 48"SANITARY PIPE -QLS REHABILITATION »1"Thickness 460.00B18LF 54"SANITARY PIPE -QLS REHABILITATION -1.5"Thickness 645.00LF819 60"SANITARY PIPE -QLS REHABILITATION -1.5"Thickness 678.00LFB20 66"SANITARY PIPE -QLS REHABILITATION -1,5"Thickness 715.00B2lLF 72"SANITARY PIPE -QLS REHABILITATION -1,5"Thickness 850.00B22LF 78"SANITARY PIPE -QLS REHABILITATION -1,5"Thickness 925.00B23LF 84"SANITARY PIPE -QLS CAST REHABILITATION -1.5"Thickness 1075.00B24LF 90"SANITARY PIPE -QLS REHABILITATION -1.5"Thickness 1200.00B25LF 96"SANITARY PIPE -QLS REHABILITATION -1.5"Thickness 1500.00B26LF 102"SANITARY PIPE -QLS REHABILITATION -1.5"Thickness 1800.00LFB27 2300.00108"SANITARY PIPE -QLS REHABILITATION -1.5"Thickness828LF Greater than 108"SANITARY PIPE -QLS REHABILITATION -1,5"Thickness 2700.00LFB29

15.00EACHADDITIONAL.5"ThicknessSFB30

15.00SF(of WWF)
LFfof Rebar)
REINFORCEMENT WITH WELDED WIRE FABRIC-4X4W4B31

10.00REINFORCEMENTWITHREBAR-#3032

20.00LF(of Rebar)REINFORCEMENT WITH REBAR-#4B33

40.00LF(of Rebar)REINFORCEMENT WITH REBAR-#8B34
100.00.INFILTRATION CONTROL-CHEMICAL GROUTGALLONB35

50.00INFILTRATIONCONTROL-QUAD-PLUGB36PAIL

75.00CFREBUILDINVERTB37

20.00JOINTPREPARATIONLFB38

5.00ANTIMICROBIALAPPLICATIONSFB39

50.00CHANNELEXCAVATIONCYB40

65.00DEBRISREMOVALCYB41
4500.00iCLEARINGANDGRUBBINGACB42
1500.00TREEREMOVAL(6"-12")EACHB43
3000.00TREEREMOVAL(13"-23")EACHB44
5000.00TREEREMOVAL(>24")EACHB45
1200.00REWORKCATCHBASINCOVERTOACCEPTNEWMANHOLECOVERSEACHB46 250.00SERVICELATERALREINSTATEMENT-MAN ENTRYEACHB47
C.Cured-ln-Place Pipe (CIPP)Rehabilitation for Sewer Lines

36.806"x 4.5mm STEAM /WATER CURELFci

34.968"x 6.0mm STEAM WATER CURELFC2

38.6410"x 6.0mm STEAM /WATER CURELFC3

53.3612"x 6.0mm STEAM /WATER CURELFC4

64.4015"x 7.5mm STEAM /WATER CURELFC5
18"x 9.0mm STEAM/WATER CURE 78.20
LFC6
105.8021"x 9.0mm STEAM/WATER CURELFC7
128.8024"x 10.5mm STEAM/WATER CURELFC8
147.2027"x 10.5mm STEAM /WATER CURELFC9
174.8030"x 12.0mm STEAM /WATER CURELFcio
207.0033"x 12.0mm STEAM /WATER CURELFCli
230.0036"x 12.0mm STEAM /WATER CURELFC12
257.6042"x 13.5mm STEAM/WATER CURELFC13
432.4048"x 15.0mm STEAM /WATER CURELFC14
552.0054"x 18.0mm STEAM/WATER CURELFC15
650.00160"x 22.5mm STEAM /WATER CURELFC16

0.926"&8"Additional 1.5mmLFC17

4.6010"&12"Additional 1.5mmLFC18

13.8015"&18"Additional 1.5mmLFC19

23.0021"&24"Additional 1.5mmLFC20

27.6027"Additional 1.5mmLFC21

32.20 30"Additional 1.5mmLFC22

36.8033"Additional 1.5mmEAC23

41.4036"Additional 1.5mmEAC24

HGACBuy
42"Additional 1.5mmEAC25 46.00
48"Additional 1.5mmEAC26 55.20
54"Additional 1.5mmEAC27 64.40
60"Additional 1.5mmEAC28 75.00
Internal reconnects on Cured-in-place pipeEAC29 276.00
6"&8"Additional .7mmLFC30 4.00
10"&12"Additional .7mmLFC31 7.00
15"Additional .7mmLFC32 9.00
18"Additional .7mmLFC33 10.00
21"Additional .7mmLFC34 12.00
24"Additional .7mmLFC35 14.00
27"Additional .7mmLF 15.00C36
30"Additional .7mmLF 17.00C37
33"Additional .7mmLF 18.00C38
36"Additional .7mmLF 20.00C39
42"Additional .7mmLF 29.00C40
48"Additional .7mmLF 42.00C41
6"-12"CIPP Set-up ChargeLF 7.00C42
15"-18"CIPP Set-up ChargeLF 12.00C43
21"-24"CIPP Set-up Charge
27"-36"CIPP Set-up Charge
42"-48"CIPP Set-up Charge
6"-12"CIPP Additional Charge Per Install Length f>200') 15"-18"CIPP Additional Charge Per Install Length (>200')

18.00LFC44
LF 24.00C45
LF 24.00C46
LF 36.00C47

42.00LFC48
21"-24"CIPP Additional Charge Per Install Length (>200') 27"-36"CIPP Additional Charge Per Install Length (>200') LF 42.00C49

48.00LFC50
42"-48"CIPP Additional Charge Per Install Length (>200')54.00LFC51 6"to 12"Backyard Easement Additional Set-up Per Install Length 5.00LFC52 15"to 24"Backyard Easement Additional Set-up Per Install Length 10.00LFC53 27"to 48"Backyard Easement Additional Set-up Per Install Length 15.00LFC54 4"Wye Top Hat FipePatch Lateral Kit INSTALLED 3000.00EAess 3000.005"Wye Top Hat PipePatch Lateral Kit INSTALLEDEAC56 6"Wye Top Hat PipePatch Lateral Kit INSTALLED 3000.00EAC57 4"Tee Top Hat PipePatch Lateral Kit INSTALLED 3000.00EAC58 3000.005"Tee Top Hat PipePatch Lateral Kit INSTALLEDEAC59 6"Tee Top Hat PipePatch Lateral Kit INSTALLED 3000.00EAC60 4"-6"Installation and cure of lateral liner from surface clean out to main 5980.00LFC61 4600.004"-6"Set-up for installations of <20 each totalEAC62 4"-6"Set-up for installations of 20-50 each total 3220.00EAC63 1840.004"-6"Set-up for installations of 51-150 each totalEAC64 1000.006"-12"CIPP Setup Charge (<300 LF)EAC65
1500.0015"-21"CIPP Setup Charge (<300 LF)EAC66
2000.0024"-36"CIPP Setup Charge {<300 LF)EAC67
4000.0036"or Larger CIPP Setup Charge (<300 LF)EAC68
2500.00BackyardEasementSetup(6"-10")EAC69
3500.00BackyardEasementSetup(12"-18")EAC70

75.00TimberMattingforLargeDiameterSetupSYC71
D.Pipe Bursting Rehabilitation for Sewer Lines

55.00Burstexisting6"to 6"IPS SDR 19 (0'-8'deep)LFD1

61.00Burstexisting6"to 6"IPS SDR 19 (8'-12'deep)LF02

66.00Burstexisting6"to 6"IPS SDR 19 (12'-16'deep)LFD3

63.00Burstexisting6"or 8"to 8"IPS SDR 19 (0'-8'deep)LFD4

66.00Burstexisting6"or 8"to 8"IPS SDR 19 (8'-12'deep)LFDS

70.00Burstexisting6"or 8"to 8"IPS SDR 19 (12'-16'deep)LFD6

72.00Burstexisting8"or 10"to 10"IPS SDR 19 (0'-8'deep)LFD7

78.00Burstexisting8"or 10"to 10"IPS SDR 19 (8'-12'deep)LFD8

83.00Burstexisting8"or 10"to 10"IPS SDR 19 (12'-16'deep)LFD9

81.00Burstexisting10"or 12"to 12"IPS SDR 19 (0'-8'deep )LF010

85.00Burstexisting10"or 12"to 12"IPS SDR 19 (8'-12'deep)LFDll

90.00Burstexisting10"or 12"to 12"IPS SDR 19 (12'-16'deep )LF012 130.00
142.00
Burst existing 12"or 15"to 16"IPS SDR 19 (0'-8'deep)LFD13 Burst existing 12"or 15"to 16"IPS SDR 19 (8'-12'deep)LF014 165.00Burstexisting12"or 15"to 16"IPS SDR 19 (12'-16'deep)LFD15 160.00
188.00
Burst existing 15"or 18"to 18"IPS SDR 19 (0'-8'deep )LFD16 Burst existing 15"or 18"to 18"IPS SDR 19 (8'-12'deep)LFD17 200.00Burstexisting15"or 18"to 18"IPS SDR 19 (12'-16'deep)LF018 190.00
224.00
255.00
240.00
Burst existing 18"or 21"to 22"IPS SDR 19 (0'-8'deep)LFD19 Burst existing 18"or 21"to 22"IPS SDR 19 (8'-12'deep)D20 LF Burst existing 18"or 21"to 22"IPS SDR 19 (12'-16'deep )LF021 Burst existing 21"or 24"to 24"IPS SDR 19 f 0'-8'deep)LF022 270.00Burstexisting21"or 24"to 24"IPS SDR 19 (8'-12'deep)LFD23 300.00Burstexisting21"or 24"to 24"IPS SDR 19 (12'-16'deep)LF024 285.00Burstexisting24"or 27"to 28"IPS SDR 19 (0'-8'deep)LFD25 300.00Burstexisting24"or 27"to 28"IPS SDR 19 (8'-12'deep)LF026 334.00Burstexisting24"or 27"to 28"IPS SDR 19 (12'-16'deep)LF027 305.00Burstexisting27"or 30"to 30"IPS SDR 19 (0'-8'deep)LF028 340.00Burstexisting27"or 30"to 30"IPS SDR 19 (8'-12'deep)LF029 375.00Burstexisting27"or 30"to 30"IPS SDR 19 (12'-16'deep)LF030 3500.008"-12"Pipeburst Setup Charge (<300 LF)EAD31

HGACBuy
16"-22"Pipeburst Setup Charge (<300 LF)03 2 EA 4000.00
24"or Larger Pipeburst Setup Charge (<300 LF)EAD33 6500.00 E.Pipe Bursting Rehabilitation for Water Lines
Install 2"Fusible PVC or HDPE pre-chlorinated water line,SDR 11,in trenchLFEl 65.00 Install 4"Fusible PVC or HDPE pre-chlorinated water line,SDR 11,in trenchLFE2 80.00 Install 6"Fusible PVC or HDPE pre-chlorinated water line,SDR 11,in trenchLFE3 95.00 Install 8"Fusible PVC or HOPE pre-chlorinated water line,SDR 11,in trenchLFE4 115.00 Install 10"Fusible PVC or HDPE pre-chlorinated water line,SDR 11,in trenchE5LF 135.00 Install 12"Fusible PVC or HDPE pre-chlorinated water line,SDR 11,in trenchLFE6 165.00 6"Flow StopEAE7 6500.00
8"Flow StopEAE8 7200.00
10"Flow StopEAE9 8800.00
12"Flow StopEAE10 10500.00
3/4"Service Tap,Install on 4"-8"WaterlineEAEll 1000.00
1"Service Tap,Install on 4"-8"WaterlineEAE12 1200.00

1.5"Service Tap,Install on 4"-8"WaterlineEAE13 1450.00
2"Service Tap,Install on 4"-8"WaterlineEAE14 2000.00
3/4"Service Tap,Install on 10"-12"WaterlineEAE15 1000.00 1"Service Tap,Install on 10"-12"WaterlineEAE16 1200.00

1.5"Service Tap,Install on 10"-12"WaterlineEAE17 1450.00 2"Service Tap,Install on 10"-12"WaterlineEAE18 2000.00
Install 4"-8"tee,to any sizeEAE19 3600.00
Install 10"-12"tee,to any size
Install 4"-8"mechanical joint wet connection,to any size Install 10"-12"wet connection,to any size
Auger and encase 4"-8",all depths,complete in place (to include pipe in casing) Auger and encase 10"-12",all depths,complete in place (to include pipe in casing) Annual and void space grouting
EAE20 4800.00
E21 EA 2750.00
EA 6000.00E22
LF 305.00E23
LF 595.00E24
CY 200.00E25
Install 1"Corporation Stop with Valve Box
Install 2"Corporation Stop with Valve Box
Install 4"gate valve &box
400.00EAE26
700.00E27EA
600.00E28EA
Install 6"gate valve &box
Install 8"gate valve &box
Install 12"gate valve &box
800.00EA£29
1200.00EAE30
2200.00EAE31
Install 8"x2"service saddle 900.00EAE32
Install 12"xl"service saddle 1200.00EAE33
Install 12"x2"service saddle 1300.00EAE34
Connect new 1"water line w/existing 1"water line 400.00EAE35 Connect new 2"water line w/existing 2"water line 500.00EAE36 Connect new 4"water line w/existing 4"water line 600.00EAE37 Connect new 6"water line w/existing 6"water line 700.00EAE38 Connect new 8"water line w/existing 8"water line 800.00EAE39 Connect new 12"water line w/existing 12"water line 1000.00EAE40 Install 3/4 inch service connections 525.00EAE41
500.00RemoveanddisposeofexistingfirehydrantEAE42
3200.00Salvageexistingfirehydrantandre-install in new locationEAE43 150.00RepairpavementwithcoldmixasphaltTONE44
535.00Furnishandinstall8"x 6"ductile iron fire hydrant teeEAE45 625.00Furnishandinstall6"ductile iron pipe fire hydrant lead pipingEAE46 4500.00Furnishandinstall8"x 6"fire hydrant or approved equal,including lead &FH valveEAE47 F.Slip-lining With HDPE or FRP Rehabilitation

46.006"HDPE IPS SDR 21 (0'-8'deep)LFF1

50.606"HDPE IPS SDR 21 (8'-12'deep)LFF2

55.206"HDPE IPS SDR 21 (12'-16'deep)LFF3

46.008"HDPE IPS SDR 21 (0'-8'deep)LFF4

50.608"HDPE IPS SDR 21 (8'-12'deep)LFF5

55.208"HDPE IPS SDR 21 (12'-16'deep)LFF6

50.6010"HDPE IPS SDR 21 (0'-8'deep)LFF7

55.2010"HDPE IPS SDR 21 (8'-12'deep)LFF8

59.8010"HDPE IPS SDR 21 (12'-16'deep)LFF9

59.8012"HDPE IPS SDR 21 (0'-8'deep )LFF10

64.4012"HDPE IPS SDR 21 (8'-12'deep)LFFll

69.0012"HDPE IPS SDR 21 (12'-16'deep )LFF12

69.0016"HDPE IPS SDR 21 (0'-8'deep)LFF13

78.2016"HDPE IPS SDR 21 (8'-12'deep)LFF14

92.0016"HDPE IPS SDR 21 (12'-16'deep)LFF15

82.8018"HDPE IPS SDR 21 (0'-8'deep)LFF16

92.0018"HDPE IPS SDR 21 (8'-12'deep)LFF17
110.4018"HDPE IPS SDR 21 (12'-16'deep)LFF18
110.4020"HDPE IPS SDR 21 (0'-8'deep)LFF19
119.6020"HDPE IPS SDR 21 (8'-12'deep)LFF20
133.4020"HDPE IPS SDR 21 (12'-16'deep)LFF21
128.8024"HDPE IPS SDR 21 (0'-8'deep)LFF22
138.0024"HDPE IPS SDR 21 (8'-12'deep)LFF23
151.80
253.00
24"HDPE IPS SDR 21 (12'-16'deep)LFF24
27"Installation of FRP or SRPCP segments (20 If std.Segments)LFF25 276.0030"Installation of FRP or SRPCP segments (20 If std.Segments)LFF26 322.0036"Installation of FRP or SRPCP segments (20 If std.Segments)LFF27

c aHGACBuy
42"Installation of FRP or SRPCP segments (20 If std.Segments)LF 368.00F28 48"Installation of FRP or SRPCP segments (20 If std.Segments)LFF29 506.00 54"Installation of FRP or SRPCP segments (20 If std.Segments)LFF30 552,00 60"Installation of FRP or SRPCP segments (20 If std.Segments)LFF31 736.00 72"Installation of FRP or SRPCP segments (20 If std.Segments)LF 920.00F32 27"Installation of FRP or SRPCP segments <10lf jointsLFF33 303.60 30"Installation of FRP or SRPCP segments <10lf jointsLFF34 331.20 36"Installation of FRP or SRPCP segments <10lf jointsLFF35 386.40 42"Installation of FRP or SRPCP segments <10lf jointsLFF36 441.60 48"Installation of FRP or SRPCP segments <10lf jointsLFF37 607.20 54"Installation of FRP or SRPCP segments <10lf jointsLF 662.40F38 60"Installation of FRP or SRPCP segments <10lf jointsLF 883.20F39 72"Installation of FRP or SRPCP segments <10lf joints
,27"Set-up for contiguous installations <150 If
30"Set-up for contiguous installations <150 If
36"Set-up for contiguous installations <150 If
LF 1104,00F40
LS 920,00F41
LS 1840.00F42
LS 1840.00F43
42"Set-up for contiguous installations <150 IfLS 1840.00F44 48"Set-up for contiguous installations <150 IfLS 1840.00F45 54"Set-up for contiguous installations <150 If15 1840.00F46 60"Set-up for contiguous installations <150 If
72"Set-up for contiguous installations <150 If
LS 1840.00F47
LS 1840,00F48
All Sizes Annular space grouting cement slurry baseCUFT 60.00F49 All Sizes Set-up for annular space grouting <100 cubic feet High Density Urethane for grouting,slab lifting,void filling,pipe sealing etc.(500lb.min) LS 5000.00F50

92.00LBF51
G.Manhole and Structure Rehabilitation
G1 G1 Structure (Manhole)Rehabilitation and Corrosion Protection and Additional Associated Items.

Manhole Rehabilitation (Standard 4-ft Diameter)-1-inch Portland-based cementitious liner Manhole Rehabilitation (Standard 5-ft Diameter)-1-inch Portland-based cementitious liner Manhole Rehabilitation (Standard 6-ft Diameter)-1-inch Portland-based cementitious liner Manhole Rehabilitation (Standard 4-ft Diameter)-1-inch Calcium Aluminate-based cementitious liner G2 150.00VF
G3 160.00VF
170,00G4VF
200.00GSVF
G6 Manhole Rehabilitation (Standard 5-ft Diameter)-1-inch Calcium Aluminate-based cementitious liner 230.00VF Manhole Rehabilitation (Standard 6-ft Diameter)-1-inch Calcium Aluminate-based cementitious liner 260.00G7VF Manhole Rehabilitation (Standard 4-ft Diameter)-125 mil Epoxy /Polyurea /or approved equal Manhole Rehabilitation (Standard 5-ft Diameter)-125 mil Epoxy /Polyurea /or approved equal Manhole Rehabilitation (Standard 6-ft Diameter)-125 mil Epoxy /Polyurea /or approved equal 300.00G8VF
350.00G9VF
400.00G10VF
400.00ManholeRehabilitation(Standard 4-ft Diameter)-1-inch Geopolymer linerGilVF 450.00ManholeRehabilitation(Standard 5-ft Diameter)-1-inch Geopolymer linerG12VF 500.00ManholeRehabilitation(Standard 6-ft Diameter)-1-inch Geopolymer linerG13VF Manhole Rehabilitation (Standard 4-ft Diameter)-Composite System -1"Cementitious +125 mils Epoxy /Polyurea 600.00G14VF Manhole Rehabilitation (Standard 5-ft Diameter)-Composite System -1"Cementitious +125 mils Epoxy /Polyurea 650.00G15VF Manhole Rehabilitation (Standard 6-ft Diameter)-Composite System -1"Cementitious +125 mils Epoxy /Polyurea 700.00G16VF 1000.00RebuildBenchandInvertG17EA

80.00Lift/Pump Station Rehabilitation -125 mil Epoxy /Polyurea /or approved equalG18SQFT Lift /Pump Station Rehabilitation -Composite System -1"Cementitious +125 mils Epoxy /Polyurea 175.00G19SQFT

25.00Lift/Pump Station Rehabilitation -Composite System -each additional 1/2 inch Cementitious linerG20SQFT 145.00Lift/Pump Station Rehabilitation -1-inch Geopolymer linerG21SQFT Lift /Pump Station Rehabilitation -Geopolymer liner each additional 1/2 inch 40.00 G22 SQFT

80.00WWTPStructureRehabilitation-125 mil Epoxy /Polyurea /or approved equalG23SQFT WWTP Structure Rehabilitation -Composite System -1"Cementitious +125 mils Epoxy /Polyurea WWTP Structure Rehabilitation -Composite System -each additional 1/2 inch Cementitious liner 175.00
G24 SQFT

25.00 G25 SQFT
145.00WWTPStructureRehabilitation-1-inch Geopolymer linerG26SQFT

40.00WWTPStructureRehabilitation-Geopolymer liner each additional 1/2 inchG27SQFT 400.00VacuumTestManhole(12"mainline or smaller)G28 EA
400.00HolidayTestManhole(Epoxy Only)G29 EA

35.00SewerStructureRehabilitation(Non-circular or manholes greater than 4-ft Diameter)-1-inch cementitiousG30SQFT 400.00ManholeRehabilitation-Epoxy/Polyurea/or approved equal -(Standard 4-ft Diameter)G31 VF Sewer Structure Rehabilitation (Non-circular or manholes greater than 4-ft Diameter)-Epoxy/Polyurea/or 80.00 G32 SQFT
approved equal
400.00ManholeRehabilitation-w/1 inch GeopolymerG33VF
Sewer Structure Rehabilitation (Non-circular or manholes greater than 4-ft Diameter)-1-inch Geopolymer 145.00 G34 SQFT
1800.00InstallationofFRPrehabilitationstructuresupto6'depth (Standard 4-ft Diameter)G35 EA 400.00AdditionaldepthforFRPrehabilitationstructures(Standard 4-ft Diameter)G36 VF

90.00AllSizesInstallationofpouredinplacestructurewithoutformsremainingdepth<10 vfSQFTG37 90,00AllSizesInstallationofpouredinplacestructurewithformsremainingdepth<10 vfG38SQFT

90.00AllSizesInstallationofpouredinplacestructurewithoutformsremainingdepth+10 vf <20 vf All Sizes Installation of poured in place structure with forms remaining depth +10 vf <20 vf All Sizes Installation of poured in place structure without forms remaining depth +20 vf <40 vf All Sizes Installation of poured in place structure with forms remaining depth +20 vf <40 vf G39 SQFT

90.00 G40 SQFT

90.00 G41 SQFT
90,00
G42 SQFT
1380,00AllSizesSet-up for install of poured in place MH structure <100 sq ftLSG43

HGACBuy
G44 All St2es Installation of Manhole Chimney Sea)EA 552.00 G45 New manhole frame and cover-24"EA 850.00
G46 New manhole frame and cover-32"EA 1500.00
G47 Premium manhole frame and cover (I.e.CertainTeed PAM locking units etc.)-24"EA 1600.00 G48 Premium manhole frame and cover (i.e.CertainTeed PAM locking units etc.)-32"EA 1920.00 G49 Adjust manhole frame and cover up to 1 FtEA 950.00
G50 Adjust manhole frame and cover over 1 FtVF 500.00
G51 EACH Invert Installation,4'Dia.1400.00
G52 EACH Invert Installation,5'Dia.1500.00
G53 EACH Invert Installation,6'Dia.1700.00
G54 SF Invert Installation,Other Configurations 2500.00 H.Excavation and Associated Items.
6"-8"Point repair (0'-8'deep )EAHI 4830.00
,6"-8"Point repair (8'-12'deep)EAH2 5520.00
6"-8"Point repair (12'-16'deep)H3 EA 10350.00
10"-12"Point repair (0'-8'deep )H4 EA 5060.00
10"-12"Point repair (8'-12'deep)H5 EA 5750.00
10"-12"Point repair (12'-16'deep)EAH6 11500.00
15"-18"Point repair (0'-8'deep)EAH7 6900.00
15"-18"Point repair (8'-12'deep)EAH8 8050.00
15"-18"Point repair (12'-16'deep)EAH9 13800.00
21"-24"Point repair (0'-8'deep)EAH10 13800.00
2i"-24"Point repair (8'-12'deep)
2i".24"Point repair (12'-16'deep)
EA 16100.00Hll
H12 EA 20700.00
6"-8"Point repair extra length over 10 linear feet
10"-12"Point repair extra length over 10 linear feet
LF 89.70H13
LF 89.70
H14
15"-18"Point repair extra length over 10 linear feet
21"-24"Point repair extra length over 10 linear feet
Obstruction Removal (0'-12'deep )
Obstruction Removal (12'-15'deep )
External reconnect (0'-8'deep)up to 5 linear feet
External reconnect (8'-12'deep)up to 5 linear feet
External reconnect (12'-16'deep)up to 5 linear feet
138.00H15LF
207.00LFH16
3450.00EAH17
5750.00EAHIS
1265.00EAH19
1725.00H20EA
4025.00EAH21
External reconnect (16-20'deep)up to 5 linear feet 9775.00EAH22 External reconnect (over 20'deep)up to 5 linear feet 14375.00 H23 EA
Extra length service connection over 5 linear feet 127.00 H24 LF
1840.00RemoveandreplaceorinstalldeanoutH2SEA
New pipe installation by open cut 6"-8"(0'-8'deep )75.00LFH26 New pipe installation by open cut 6"-8"(8'-12'deep)
New pipe installation by open cut 6"-8"(12'-16'deep)
New pipe installation by open cut 10"-12"(0'-8'deep )

80.00 H27 LF
105.00
LFH28

79.00LFH29
New pipe installation by open cut 10"-12"(8'-12'deep)86.00LFH30 New pipe installation by open cut 10"-12"(12'-16'deep)115.00LFH31 New pipe installation by open cut 15"-18"(0'-8'deep)
New pipe installation by open cut 15"-18"(8'-12'deep)
125.00
LFH32
145.00LFH33
165.00Newpipeinstallationbyopencut15"•18"(12'-16'deep)H34 LF 145.00Newpipeinstallationbyopencut21"-24"(0'-8'deep)LFH35 165.00Newpipeinstallationbyopencut21"-24"(8'-12'deep)LFH36 New pipe installation by open cut 21"-24"(12'-16'deep)185.00 LFH37
2500.00MobilizationforopencutWOunder200'of pipeEAH38
2000.00ConnectiontoexistingmanholeforopencutintallationEAH39 3500.00PipeSealFix(8"Diameter)-Stainless Steel with EDPMEAH40 3640.00PipeSealFix(10"Diameter)-Stainless Steel with EOPMEAH41 3780.00PipeSealFix(12"Diameterj-Stainless Steel with EDPMEAH42 4060.00PipeSealFix(15"Diameterj-Stainless Steel with EDPMEAH43 4340.00PipeSealFix(18"Diameter)-Stainless Steel with EDPMEAH44 4760.00PipeSealFix(21"Diameterj-Stainless Steel with EDPMEAH45 5320.00PipeSealFix(24"Diameterj-Stainless Steel with EDPMEAH46 Access Pit (0'-8'deep)2875.00
EAH47
4025.00
Access Pit |8'-12'deep)EAH48
7475.00
Access Pit (12'-16'deep)EAH49
9775.00
Access Pit (16,-20l deep)EAH50
15000.00AccessPit(over 20'deep)EAH51
2300.00PotholingforNearbyUtilityLocationorObstructionRemoval(0'-8'deep)EAH52 2875.00PotholingforNearbyUtilityLocationorObstructionRemoval(8'-12'deep)EAH53 4025.00PotholingforNearbyUtilityLocationorObstructionRemoval(12'-16'deep)EAH54 7475.00PotholingforNearbyUtilityLocationorObstructionRemoval(16'-20'deep)EAH55

5.75Trenchsafety(0-8'deep)LFH56

9.00 Trench safety (8-12'deep)LFH57

20.00 Trench safety 112-16'deep)LFH58

35.00 Trench safety (16-20'deep)LFH59
100.00
Trench safety over 20'deep)LFH60
5980.00
Install New 4'DIA precast manhole 0'-6'deepEAH61
633.00
Extra depth 4'DIA precast manhole over 6'deepVFH62
7820.00
Install New 5'DIA precast manhole 0'-6'deepEAH63
863.00
Extra depth 5'DIA precast manhole over 6'deepVFH64
11270.00
Install New 6'DIA precast manhole 0'-6'deepEAH65
1214.00
Extra depth 6'DIA precast manhole over 6'deepVFH66
6325.00
Install New 4'DIA fiberglass manhole 0'-6'deepEAH67

HGACBuy
Extra depth 4'DIA fiberglass manhole over 6'deepVFH68 633,00 Install New 5'DIA fiberglass manhole 0'-6'deepEAH69 8050.00 Extra depth 5'DIA fiberglass manhole over 6'deepVFH70 914.00 Install New 6'DIA fiberglass manhole 0'-6'deepEAH71 13800.00 Extra depth 6'DIA fiberglass manhole over 6'deepVFH72 1214.00 EA Sanitary Sewer Structure.Type B Structure,Up to 6'deepH73 14375.00 VF Extra Depth Type B Structure,greater than 6'depthH74 863.00 EA Sanitary Sewer Structure,Type C Structure,Up to 6'deepH75 14375.00 Extra Depth Type C Structure,greater than 6'depthVFH76 863.00 TON Cement stabilized sandH77 44.00
Granular backfill/Crushed RockTONH78 41.00
CY Flowable FillH79 167.00
Dewatering setup (well pointing)maximum 25'deep,includes 20 linear feet setupEAH80 8625.00 Extra length dewatering over 20 linear feetLFH81 100.00 DAY Operation Maintain Well Points by the DayH82 978.00 CY Extra hand excavationH83 144.00
I.Horizontal Directional Drilling (HDD)
IN/DIA/LF 2"-4"Installation of pipe clay ground conditions (pipe cost excluded)ii 38.79 IN/DIA/LF 2"-4"Installation of pipe loose sand ground conditions (pipe cost excluded)12 38.79 IN/DIA/LF 2"-4"Installation of pipe rock ground conditions<3000 psi (pipe cost excluded)13 45.00 IN/DIA/LF 2"-4"Installation of pipe rock ground conditions 3-8000 psi (pipe cost excluded)14 46.88 IN/DIA/LF 2"-4"Installation of pipe ground conditions per 1000 psi increase over 8000 psi15 5.63 IN/DIA/LF 6"-8"Installation of pipe day ground conditions (pipe cost excluded) 6"-8"Installation of pipe loose sand ground conditions (pipe cost excluded) 6"-8"Installation of pipe rock ground conditions<3000 psi (pipe cost excluded) 6"-8"Installation of pipe rock ground conditions 3-8000 psi (pipe cost excluded) 6"-8"Installation of pipe ground conditions per 1000 psi increase over 8000 psi 10"-12"Installation of pipe clay ground conditions (pipe cost excluded)

43.2816
IN/DIA/LF 43.2817

IN/DIA/LF

IN/DIA/LF

48.9118

59.2119
IN/DIA/LF 8.13no
IN/DIA/LF 46.88111
IN/DIA/LF 10"-12"Installation of pipe loose sand ground conditions (pipe cost excluded)46.88112 IN/DIA/LF 10"-12"Installation of pipe rock ground conditions<3000 psi (pipe cost excluded)50.68113 IN/DIA/LF 10"-12"Installation of pipe rock ground conditions 3-8000 psi (pipe cost excluded)70.31114 IN/DIA/LF 10"-12"Installation of pipe ground conditions per 1000 psi increase over 8000 psi 15"-18"Installation of pipe clay ground conditions (pipe cost excluded

13.75115
IN/DIA/LF 160.71116
IN/DIA/LF 15"-18"Installation of pipe loose sand ground conditions (pipe cost excluded)160.71117 IN/DIA/LF 15"-18"Installation of pipe rock ground conditions<3000 psi (pipe cost excluded 208.34118 IN/DIA/LF 15"-18"Installation of pipe rock ground conditions 3-8000 psi (pipe cost excluded)225.00119 IN/DIA/LF 26.0415"-18"Installation of pipe ground conditions per 1000 psi increase over 8000 psi120 IN/DIA/LF 21"-24"Installation of pipe clay ground conditions (pipe cost excluded)187.50121 IN/DIA/LF 21"-24"Installation of pipe loose sand ground conditions (pipe cost excluded 187.50122 IN/DIA/LF 255.6921"-24"Installation of pipe rock ground conditions<3000 psi (pipe cost excluded)123 IN/DIA/LF 21"-24"Installation of pipe rock ground conditions 3-8000 psi (pipe cost excluded)312.50124 IN/DIA/LF 31.9621"-24"Installation of pipe ground conditions per 1000 psi increase over 8000 ps125 Access Pit for Directional Drill (0'-8'deep)1106.25EA126 1666.25AccessPitforDirectionalDrill(8'-12'deep)EA127
2962.50AccessPitforDirectionalDrill(12'-16'deep)EA128
5556.25AccessPitforDirectionalDrill(16'-20'deep)EA129
3625.002"-4"Set-up for contiguous lengths <150 IfLS130
3625.006"-8"Set-up for contiguous lengths <150 IfLS131
3625.0010"-12"Set-up for contiguous lengths <150 IfLS132 3625.0015"-18"Set-up for contiguous lengths <150 IfLS133 3625.0021"-24"Set-up for contiguous lengths <150 IfLS134 3625.0027"-36"Set-up for contiguous lengths <150 IfLS135 J.Bypass Pumping for Gravity Pipe and Associated Items. 2559.00Setup4"pump and piping including up to 1000 feet of bypass discharge lineEAji 4800.00Setup6"pump and piping including up to 1000 feet of bypass discharge lineEAJ2 11000.00Setup8"pump and piping including up to 1000 feet of bypass discharge lineEAJ3 17400.00Setup12"pump and piping including up to 1000 feet of bypass discharge lineEAJ4 27000.00Setup18"pump and piping including up to 1000 feet of bypass discharge lineEAJ5

36.00AdditionalLength8"Bypass Discharge Line over 1000 feetLFJ6

48.00AdditionalLength10"Bypass Discharge Line over 1000 feetLFJ7

88.00AdditionaiLength12"Bypass Discharge Line over 1000 feetLFJ8 132.00AdditionalLength18"Bypass Discharge Line over 1000 feetLFJ9 500.00Operate4"pumping System per pumpDAYJ10
2880.00
5640.00
Operate 6"pumping System per pumpDAYJll
Operate 8"pumping System per pumpDAYJ12
8840.00Operate12"pumping System per pumpDAYJ13
17760.00
3000.00
Operate 18"pumping System per pumpDAYJ14
Bypass -Driveway Ramp (Setup,Operate,Maintain)DAYJ15
3000.00Bypass-Street Ramp (Setup,Operate,Maintain)DAYJ16

92.00Bypass-Street Trenching excluding restoration for 8"Pipe (Setup,Operate,Maintain)LFJ17

92.00Bypass-Street Trenching excluding restoration for 12"Pipe (Setup.Operate,Maintain)LFJ18

92.00Bypass-Street Trenching excluding restoration for 18"Pipe (Setup,Operate,Maintain)LFJ19 625.00
550.00
PIPE FUSION MACHINE 6"-18"DAYJ20
PIPE FUSION MACHINE 4"-12"DAYJ21

87.50PUMP3"SELF PRIME -DIESELDAYJ22
106.00PUMP3"VENTURI PRIME -DIESELDAYJ23
148.00PUMP4"VAC ASSIST -DIESELDAYJ24
153.00PUMP4"DBA-SILENCER VAC ASSIST -DIESELDAYJ25

c aHGACBuy
PUMP 6"VAC ASSIST -D)ES£l 163.00
726 PAY
PUMP 6"DBA-SILENCER VAC ASSIST -DIESEL 191.00
727 DAY
PUMP 8"VENTURI PRIME -DIESEL 258.00
DAYJ28
PUMP 8"SUPER VENTURI PRIME -DIESEL 258.00
J29 DAY
PUMP 8"SUPER VAC ASSIST -DIESELJ30DAY
258.00
PUMP 8"SUPER VAC ASSIST -DIESELJ31DAY
450.00
PUMP 12"VENTURI PRIME -DIESELJ32DAY
430.00
PUMP 12"VAC ASSIST -DIESELJ33DAY
430.00
PUMP 12"DBA-SILENCER VAC ASSIST -DSLJ34DAY
600.00
PUMP 12"SUPERVAC ASSIST -DIESELJ35DAY
430.00
PUMP 12"DBA-SILNCER SUPER VAC ASSIST-DSLJ36DAY
600.00
PUMP 14"VAC ASSIST -DIESELDAYJ37
758.00
PUMP 18"VAC ASSIST -DIESELDAYJ38
1225.00
PUMP 18"DBA-SILENCER VAC ASSIST -DSL739DAY
875.00
PUMP 10X8 VAC ASSIST -DIESELDAYJ40
438.00
DAY PUMP 10X8 DBA-SHE NCER VAC ASSIST-OIESELJ41
625.00
PUMP 1"TO 1.5"AOD -POLYDAYJ42

67.00 PUMP 2"AOD -ALUMINUMDAYJ43

47.00 PUMP 2"AOD -STAINLESSJ44DAY 95.00
PUMP 2"AOD -POLYDAYJ45
116.00
PUMP 3"AOD -ALUMINUMDAYJ46

53.00 PUMP 3"AOD -STAINLESSJ47DAY
116.00
PUMP 2"TRASHDAYJ48

75.00 PUMP 3"TRASHJ49DAY
106.00
PUMP 4"TRASHJ50DAY
147.00
PUMP 4"HYDRAULIC HEAD -VORTEXJ51DAY
125.00
4"HYDRAULIC PUMP HEAD -CAST IRONJ52DAY
125.00
4"HYDRAULIC PUMP HEAD -SLUDGE 125.00
753 DAY
6"HYDRAULIC PUMP HEAD -CAST IRON 150.00
J54 DAY
6"HYDRAULIC PUMP HEAD -STAINLESS 150.00
J55 DAY
6"HYDRAULIC PUMP HEAD -SLUDGEDAY
150.00
J 56
8"HYDRAULIC PUMP HEAD -CAST IRONDAY
188.00
J57
12"HYDRAULIC PUMP HEAD -CAST IRONDAY
250.00
J58
25HP HYDRAULIC POWER UNIT 188.00
DAY759
65HP HYDRAULIC POWER UNIT 250.00
J60 DAY
150HP HYDRAULIC POWER UNIT 584.00
J61 DAY
PUMP 6"PISTON OBA-WELLPOINT -DIESEL 250.00
DAYJ62
PUMP 8"PISTON DBA-WELLP01NT-DIESEL 375.00
DAYJ63
GATE VALVE 6"AND UNDER STAINLESS STEEL 20.00
DAYJ64
GATE VALVE 8"19.00
DAY765

38.00 GATE VALVE 8"STAINLESS STEELDAYJ66
GATE VALVE 12"7.00
DAYJ67
GATE VALVE 12"STAINLESS STEEL 28.00
DAYJ68
GATE VALVE 14"20.00
DAYJ69
18"KNIFE GATE VALVE 185.00
DAYJ70
GATE VALVE 12"7.00
DAYJ71
4"CHECK VALVE 16.00
DAYJ72
12"CHECK VALVE 47.00
DAYJ73
188.00
STANDALONE PUMP MANIFOLDDAYJ74

12.00 HOSE 2X20 PVC SUCTION -CAMLOCKDAYJ75

12.00 HOSE 2X20 RUBBER SUCTION -CAMLOCKDAYJ76

12.00 HOSE 2X50 RUBBER DISCHARGE -CAMLOCKDAY177

9.00 HOSE 2X50 LAYFLAT DISCHARGE -CAMLOCKDAY778

33.00 HOSE 3X20 PVC SUCTION -CAMLOCKDAYJ79

33.00 HOSE 3X20 TANK TRUCK -CAMLOCKDAYJ80

33.00 HOSE 3X20 RUBBER SUCTION -CAMLOCKDAYJ81

10.00 HOSE 3X50 LAYFLAT DISCHARGE -CAMLOCKDAYJ82

19.00 HOSE 4X10 RUBBER SUCTION -QCDAYJ83

14.00 HOSE 4X20 PVC SUCTION -CAMLOCKDAYJ84

24.00 HOSE 4X20 KANAFLEX SUCTION -CAMLOCKDAYJ85

31.00 HOSE 4X20 OSD-FLANGEDDAYJ86

31.00 HOSE 4X20 TANK TRUCK -FLANGEDDAYJ87

24.00 HOSE 4X20 TANK TRUCK -CAMLOCKDAYJ88

24.00 HOSE 4X20 RUBBER SUCTION -CAMLOCKDAYJ89

24.00 HOSE 4X20 RUBBER SUCTION -QCDAY790

24.00 HOSE 4X50 LAYFLAT DISCHARGE -CAMLOCKDAYJ91

24.00 HOSE 4X50 LAYFLAT DISCHARGE -QCDAYJ92

24.00 HOSE 4X50 RUBBER DISCHARGE -CAMLOCKDAYJ93

24.00 HOSE 6X10 RUBBER SUCTION -CAMLOCKDAYJ94

24.00 HOSE 6X10 RUBBER SUCTION -QCDAYJ95 24.00
HOSE 6X20 PVC SUCTION -CAMLOCKDAY796 44.00
HOSE 6X20 KANAFLEX SUCTION -CAMLOCKDAYJ97 44.00
HOSE 6X20 KANAFLEX SUCTION -QCDAYJ98 44.00
HOSE 6X20 COMPOSITE OSD -FLANGEDDAYJ99 44.00
HOSE 6X20 OSD -FLANGEDDAY7100 44.00
HOSE 6X20 TANK TRUCK -CAMLOCKDAYJ1D1 44.00
HOSE 6X20 RUBBER SUCTION -CAMLOCKDAYJ102 44.00
HOSE 6X20 RUBBER SUCTION -QCDAYJ103 44.00
HOSE 6X50 LAYFLAT DISCHARGE -CAMLOCKDAYJ104 44.00
HOSE 6X50 LAYFLAT DISCHARGE -QCDAY7105

cHGACBuy
HOSE 6X50 RUBBER DISCHARGE -CAMLOCKJ106DAY

44.00 HOSE 8X10 KANAFLEX SUCTION -QCJ107DAY

75.00 HOSE 8X10 RUBBER SUCTION -QCDAYJ108

50.00 HOSE 8X20 KANAFLEX SUCTION -CAMLOCKJ109DAY

50.00 HOSE 8X20 KANAFLEX SUCTION -QCDAYJ110

50.00 DAY HOSE 8X20 COMPOSITE QSD -FLANGEDJill

50.00 HOSE 8X20 QSD -FLANGEDDAYJ112

50.00 HOSE 8X20 RUBBER SUCTION -QCJ1IBDAY

50.00 HOSE 8X50 LAYFLAT DISCHARGE -CAMLOCKDAYJ114

50.00 HOSE 8X50 LAYFLAT DISCHARGE -QCillsDAY

50.00 HOSE 8X50 RUBBER DISCHARGE -QCDAYJ116

50.00 DAY HOSE 10X20 QSD -FLANGEDJ117

57.00 HOSE 12X10 STAINLESS -FLANGEDJ118DAY
125.00
HOSE 12X10 QSD -FLANGEDDAYJ119

83.00 HOSE 12X10 RUBBER SUCTION -FLANGEDDAYJ120

83.00 HOSE 12X10 RUBBER SUCTION -QCDAYJ121

83.00 HOSE 12X20 OSO -FLANGEDDAYJ122

75.00 HOSE 12X20 RUBBER SUCTION -QCJ123DAY

83.00 HOSE 12X25 QSD -FLANGEDDAYJ124

74.00 HOSE 12X25 QSD DISCHARGE -FLANGEDJ125DAY

74.00 HOSE 12X30 QSD DISCHARGE -FLANGEDJ126DAY
148.00
HOSE 14X10 QSD -FLANGEDDAYJ127
148.00
DAY HOSE 14X20 QSD -FLANGEDJ128
144.00
6X6 CONTAINMENT BERMJ129DAY

63.00 8"45 DEGREE QC ELBOW FITTINGJ130DAY

19.00 8"90 DEGREE BAUER FITTINGDAY

19.00 J131
J132 DAY 1 X 50 HYP HOSE
113.00
1-1/4 X 50 HYDRAULIC HOSEDAY
113.00
J133
FLANGED REDUCERS (ALL SIZES)J134 DAY

13.00 Y'SJ135DAY

7.00 T'SJ136DAY

13.00 STRAINERS (ALL SIZES)J137 DAY

7.00 DAY BUTTERFLY VALVES

19.00 J138
90'SDAY

25.00 J139
PAY 45'SJ140

25.00 4"ISOLATION VALVEDAY

19.00 J141
GATE VALVE 6"AND UNDER 17.00
J142 DAY

19.00 12"HDPE90J143DAY
I SUCTION/DISCHARGE MANIFOLD 125.00
DAYJ144
12 X 12 CONTAINMENT BERM 125.00
DAYJ145
12"-18"PIPE PLUG

51.00 J 146 DAY

19.00 DAY 4X10 BAUER PIPEJ147

19.00 6X10 BAUER PIPEJ148DAY

25.00 DAY |6 X 20 BAUER PIPEJ149

25.00 8X10 BAUER PIPEJ1S0DAY

25.00 8X20 BAUER PIPEDAYJ1S1
375.00
10'BRIDGE STYLE ROAO CROSSINGJ152PAY

73.00 12"ROAD CROSSINGDAYJ153 125.00
12"ROAD CROSSING DOUBLE WIDEJ154DAY
8"ROAD CROSSING
125.00
DAYJ1S5 125.00
10"ROAD CROSSING DOUBLE WIDEDAYJ156 125.00
12"ROAD CROSSINGDAYJ157 125.00
12"ROAD CROSSING DOUBLE WIDEDAYJ158 188.00
18"ROAD CROSSINGDAYJ159 25.00
12X10 TYPE A BAUER PIPEDAYJ160 89.00
JET RODDAYJl61 89.00
15"-30"PIPE PLUGDAYJ162 5.00
WELLPOINT RISERDAYJ163 5.00
SWING ARM ASSEMBLYDAYJ164 25.00
8"WELLPOINT HEADER PVCDAYJ165 12.00
8"SCHEDULE 40 PVC 90DAYJ166 12.00
8"SCHEDULE 40 PVC TEEDAYJ167 19.00
6X20 WELLPOINT HEADER PIPEDAYJ168 625.00
6"-20"FUSION MACHINEDAYJ169 5.00
8"HDPE PIPE DR17LFJ170 13.00
12X8 HDPE REDUCERDAYJ171 5.00
12"HDPE PIPE SDR 17LFJ172 5.00
12"HDPE PIPE SDR 26LFJ173 8.00
14"HDPE 14X12 REDUCERDAYJ174 8.00
18X12 HDPE REDUCERDAYJ175 8.00
18"HDPE 90DAYJ176 3.00
18"HDPE SDR 32.5DAYJ177 8.00
18"HDPE FLG W/BACKUP RINGDAYJ178 8.00
18"HDPE 45 BENDDAYJ179 63.00
18"KNIFE VALVEDAYJ180 3.00
HDPE 45'SDAYJ181 3.00
HDPE90'SDAYJ182 5.00
18"HDPE PIPE DR17LFJ183 160.00
24"-48"PIPE PLUGDAYJ184 20.00
8"PIPE PLUGDAYJ185

c aHGACBuy
10"PIPE PLUGJ186PAY 24.00
12"PIPE PLUGJ187DAY 27.00
36"-60"PIPE PLUGJ188DAY 297.00
12"FLNG TEE FLOAT HDPEJ189DAY 7.00
18 HDPE FLOATING TEE SUCTIONJ190DAY 10.00
18"X 4"SADDLEJ191DAY 19.00
4"QC 45 BENDJ192DAY 7.00
4"qc 90 BENDJ193DAY 7.00
END CAP 6"DAYJ194 7.00
6"QC FLG X SOCKETJ195DAY 5.00
6"QC TEEJ196DAY 3.00
6"QC45 BENDDAYJ197

5.00 16"HDPE PIPEJ198DAY 3.00
6"QC 90 BENDDAY 5.00
J 199
8"QC FLG X SOCKETJ200DAY 3.00
8X12 gC EN1ARGERDAYJ201

5.00 8"QC MPT X BALLDAY 5.00
J202
8X6QC REDUCERJ203DAY 5.00
8"QC STRAINERJ204DAY 7.00
8"QC TEEDAYJ20S

3.00 8"QC 45 BENDJ206DAY 3.00
8"QC FLG X BALLJ207DAY 15.00
8"QC 90 BEND)2oa DAY 3.00
FLOAT SWITCHJ209DAY 9.00
8X20qCPPIPE DR26 25.00
J210 DAY
12"QC90 5.00
J211 DAY
12"QC 45 5.00
DAYJ212
FITTING ELBOW 4"90 DEGREES 7.00
DAYJ213
FITTING ELBOW 8"90 DEGREES 19.00
J214 DAY

43.00 PUMP HYDROSTATIC TEST 10K PSI AIRDAYJ215
PUMP HYDROSTATIC TEST 8K PSI 59.00
DAY1216
HOSE 8'PUMP HYDROSTATIC TEST 73.00
DAYJ217
2000.00
PUMP WATCH PER 8 HOUR SHIFT8HRJ218
400.00HYDROSTATICTESTINGOFPIPINGHOURJ219
400.00
24 HOUR SYSTEM TESTHOURJ220
2400.00
TEAR DOWN 4"PUMP AND PIPING INCLUDING 1000 FEET OF BYPASS DISCHARGE LINEDAYJ221 3000.00
TEAR DOWN 6"PUMP AND PIPING INCLUDING 1000 FEET OF BYPASS DISCHARGE LINEDAYJ222 4300.00TEARDOWN8"PUMP AND PIPING INCLUDING 1000 FEET OF BYPASS DISCHARGE LINEDAYJ223 4200.00
TEAR DOWN 12"PUMP AND PIPING INCLUDING 1000 FEET OF BYPASS DISCHARGE LINEDAYJ224 5500.00
TEAR DOWN 18"PUMP AND PIPING INCLUDING 1000 FEET OF BYPASS DISCHARGE LINEDAYJ225 1500.00
TEAR DOWN ADDITIONAL BYPASS DISCHARGE LINE OVER 1000 FEET (ALL SIZES)DAYJ226 K.Pressure Pipe Lining and Reinforced Pressure Pipe Lining Systems 360.00
6"Installation of Pressure Pipe Lining (Potable)LFK1
405.00
8"Installation of Pressure Pipe Lining (Potable)LFK2
465.00
10"Installation of Pressure Pipe Lining (Potable)LFK3
516.00
12"Installation of Pressure Pipe Lining (Potable)LFK4
585.00
15"Installation of Pressure Pipe Lining (Potable)LFK5
705.00
18"Installation of Pressure Pipe Lining (Potable)LFK6
786.00
21"Installation of Pressure Pipe Lining (Potable)LFK7
879.00
24"Installation of Pressure Pipe Lining (Potable)LFK8
960.00
27"Installation of Pressure Pipe Lining (Potable)LFK9
1185.00
30"Installation of Pressure Pipe Lining (Potable)LFK10
1380.00
33"Installation of Pressure Pipe Lining (Potable)LFKll 1518.00 36"Installation of Pressure Pipe Lining (Potable)LFK12
1746.00
39"Installation of Pressure Pipe Lining (Potable)LFK13
2070.00
42"Installation of Pressure Pipe Lining (Potable)LFK14 2760.00 48"Installation of Pressure Pipe Lining (Potable)LFK15 3300.00 54"Installation of Pressure Pipe Lining (Potable)LFK16 270.00 6"Reinforced Pressure Pipe Lining (Non-Potable)LFK17 330.00 8"Reinforced Pressure Pipe Lining (Non-Potable)LFK18 390.00 10"Reinforced Pressure Pipe Lining (Non-Potable)LFK19 450.00 12"Reinforced Pressure Pipe Lining (Non-Potable)LFK20 510.00 15"Reinforced Pressure Pipe Lining (Non-Potable)LFK21 630.00 18"Reinforced Pressure Pipe Lining (Non-Potable)LFK22 696.00 21"Reinforced Pressure Pipe Lining (Non-Potable)LFK23 855.00 24"Reinforced Pressure Pipe Lining (Non-Potable)LFK24 960.00 27"Reinforced Pressure Pipe Lining (Non-Potable)LFK25 1095.00 30"Reinforced Pressure Pipe Lining (Non-Potable)LFK26 1290.00 33"Reinforced Pressure Pipe Lining (Non-Potable)LFK27 1518.00 36"Reinforced Pressure Pipe Lining (Non-Potable)LFK28 1665.00 39"Reinforced Pressure Pipe Lining (Non-Potable)LFK29 2010.00 42"Reinforced Pressure Pipe Lining {Non-Potable)LFK30 2700.00 3000.0048"Reinforced Pressure Pipe Lining (Non-Potable)LFK31 ,54"Reinforced Pressure Pipe Lining (Non-Potable)LFK32 4140.00 6"Installation of End SealEAK33 4140.00
8"Installation of End SealEAK34 4140.00
10"Installation of End SealEAK35 4140.00
12"Installation of End SealEAK36 S520.00
15"Installation of End SealEAK37

/
HGACBuy
18"Installation of End Seal
6900.00
EAK38
21"Installation of End Seal 6900.00
EAK39
24"Installation of End SealEA
8280.00
K40
27"Installation of End Seal 8280.00
EAK41
30"Installation of End SealEAK42
8280.00
33"Installation of End SealEAK43
9660.00
36"Installation of End Sea)K44 EA
9660.00
39"Installation of End SealEAK45
11040.00
42"Installation of End Sea)EAK46
11040.00
48"Installation of End SealK47EA
13800.00
54"Installation of End SealK48EA
13800.00
6"to 12"System set-up charge (<150 If)K49 EA
4140.00
15"to 21"System set-up charge (<150 If)EAK50
4140.00
24"to 33"System set-up charge (<150 If)EAK51
4140.00
36"to 54"System set-up charge (<150 If)EAK52
4140.00
L Pressure Pipeline Bypass
Set up bypass of mainlines sties 2"-4"AWWA approved bypassLFLl 110.40
Connection of each service from 2"-4"AWWA approved bypass Operation of 2"-4"AWWA approved bypass
EAL2
1269.60
DayL3
2760.00
Set up bypass of mainlines sizes 6"-8"AWWA approved bypassLFL4 138.00
Connection of each service from 6"-8"AWWA approved bypass Operation of 6"-8"AWWA approved bypass
EAL5
1407.60
DayL6
3312.00
Set up bypass of mainlines sties 10"-12"AWWA approved bypassLFL7 165.60
Connection of each service from 10"-12"AWWA approved bypassEA18 1725.00
Operation of 10"-12"AWWA approved bypassL9Day
5520.00
Set up bypass of mainlines sties 13"-19"AWWA approved bypassLFL10 414.00
Connection of each service from 13"-19"AWWA approved bypassLllEA 1794.00
Operation of 13"-19"AWWA approved bypassL12Day
6900.00
Set up bypass of mainlines sizes 20"-24"AWWA approved bypassEAL13 552.00
Connection of each service from 20"-24"AWWA approved bypassL14EA 2760.00
Operation of 20"-24"AWWA approved bypassDayL15
6900.00
Set up bypass of mainlines sizes 25"-30"AWWA approved bypassLFL16 966.00
Connection of each service from 25"-30"AWWA approved bypassEAL17 2760.00
Operation of 25"-30"AWWA approved bypass
Set up bypass of mainlines sizes 31"-37"AWWA approved bypass Connection of each service from 31"-37"AWWA approved bypass Operation of 31"-37"AWWA approved bypass
DayL18
8280.00
LF
1242.00
L19
EA
2760.00
L20
Day
8280.00
L21
Set up bypass of mainlines sizes 38"-48"AWWA approved bypass Connection of each service from 38"-48"AWWA approved bypass LF
1656.00
L22 2760.00
EAL23
Operation of 38"-48"AWWA approved bypass 8280.00
DayL24
M.Line Cleaning and Inspection for Pressure Pipelines and Mechanical Cleaning 6"Cleaning with pressure propelled pigs

27.60 LFMl
8"Cleaning with pressure propelled pigs
10"Cleaning with pressure propelled pigs

27.60 LFM2 27.60
LFM3
12"Cleaning with pressure propelled pigs
15"Cleaning with pressure propelled pigs
18"Cleaning with pressure propelled pigs
21"Cleaning with pressure propelled pigs

27.60 LFM4 41.40
LFMS 41.40
LFM6 41.40
LFM7 S5.20
24"Cleaning with pressure propelled pigsLFM8
27"Cleaning with pressure propelled pigs 55.20
LFM9
30"Cleaning with pressure propelled pigs

55.20 LFM10 55.20
33"Cleaning with pressure propelled pigsLFMil 110.40
1 36"Cleaning with pressure propelled pigsLFM12 110.40
42"Cleaning with pressure propelled pigsLFM13
48"Cleaning with pressure propelled pigs
110.40
LFM14 110.40
54"Cleaning with pressure propelled pigsLFM15 41.40
6"Cleaning with scrapers or other attached toolsLFM16 41.40 8"Cleaning with scrapers or other attached toolsLFM17 41.40 10"Cleaning with scrapers or other attached toolsLFM18 41.40 12"Cleaning with scrapers or other attached toolsLFM19 55.20 15"Cleaning with scrapers or other attached toolsLFM20 55.20 18"Cleaning with scrapers or other attached tools
21"Cleaning with scrapers or other attached tools
LFM21 55.20
LFM22 69.00
24"Cleaning with scrapers or other attached toolsLFM23 69.00 27"Cleaning with scrapers or other attached toolsLFM24 69.00 30"Cleaning with scrapers or other attached toolsLFM25 96.60 33"Cleaning with scrapers or other attached toolsLFM26 96.60 36"Cleaning with scrapers or other attached toolsLFM27 110.40 42"Cleaning with scrapers or other attached toolsIFM28 138.00 48"Cleaning with scrapers or other attached toolsLFM29 165.60 54"Cleaning with scrapers or other attached toolsLFM30 11.04 6"Pressure pipe inspectionLFM31 11.04
8"Pressure pipe inspectionLFM32 13.80
10"Pressure pipe inspectionLFM33 13.80
12"Pressure pipe inspectionLFM34 13.80
15"Pressure pipe inspectionLFM35 19.32
18"Pressure pipe inspectionLFM36 19.32
,21"Pressure pipe inspectionLFM37

c-aHGACBuy
24"Pressure pipe inspectionLFM38 19.32
LF 27"Pressure pipe inspectionM39 19.32
30"Pressure pipe inspectionM40LF 19.32
33"Pressure pipe inspectionLFM41 19.32
LF 36"Pressure pipe inspectionM42 22.08
LF 42"Pressure pipe inspectionM43 22.08
LF 48"Pressure pipe inspectionM44 27.60
54"Pressure pipe inspectionM45LF 41.40
Tuberculation Removal (Pressure &Gravity Pipelines)M46 LF 40.00 N.Restoration and Associated Items
Saw Cutting up to 8"depthN1LF 9.00
Saw Cutting over 8"depthLFN2

12.00 Repair/Rehab 2"Asphalt pavementSYN3

52.00 Repair/Rehab 8"Flex baseSYN4 46.00
Repair/Rehab 8"Concrete pavementSYNS 173.00
Repair/Rehab 6"Concrete drivewaySYN6 121.00
Repair/Rehab 4"Concrete sidewalkSYN7 98.00
Repair/Rehab Concrete curb and gutterLFN8

29.00 SY SoddingN9

29.00 Repair/Rehab chain link fence with newLFN10

25.00 Repair/Rehab wooden fence with newLFNil

29.00 CY TOPSOIL COMPLETE 41.00
N12
CY SANDING COMPLETE 41.00
N13
CY MULCH COMPLETE 41.00
N14
STRAW BALE BARRIER 20.00
N15 LF
863.00
EACH TREE REPLACEMENT:HARDWOODS,2"N16
TREE REPLACEMENT:PINES,2"863.00
EACHN17
EACH SHRUB REPLACEMENT:1 GALLON 40.00
N18

63.00 EACH SHRUB REPLACEMENT:3 GALLONN19
EACH SHRUB REPLACEMENT:5 GALLON 82.00
N20
EACH
122.00SHRUBREPLACEMENT:7 GALLONN21
575.00
EACH BEDDING FLOWERS:PER FLAT OF 18N22
STONE RIP RAP TYPE I,24"IN PLACE COMPLETE 260.00
SYN23
STONE RIP RAP TYPE III,12"IN PLACE COMPLETE 260.00
SYN24
288.00ISTONEGROUTEDRIPRAP-12"INSTALLEDSYN25

12.00 SILT FENCE TYPE A,COMPLETELFN26

8.00SILTFENCETYPECtCOMPLETELFN27

6.00 LF ORANGE BARRIER FENCEN28
160.00
HAY BALES COMPLETEEACHN29
10,00
PLASTIC FILTER FABRIC INSTALLEDSYN30
125.00
SF PERMANENT SOIL REINF MAT INSTALLEDN31

0.Additional Labor Rates and Traffic Control

35.00 HR SUPERINTENDENT -REGULAR01

30.00 FOREMAN -REGULARHR02

20.00 LABORER -REGULARHR03

24.00 TRUCK DRIVER -REGULARHR04

20.00 HR UTILITY -REGULAR05

65.00 SUPERINTENDENT -OVER TIMEHR06

60.00 FOREMAN -OVER TIMEHR07

32.00 LABORER -OVER TIMEHR08

42.00 TRUCK DRIVER -OVER TIMEHR09

40.00 UTILITY -OVERTIMEHRoio
3500.00
Barricades,Signs,and Traffic Handling (per setup)EAon
2500.00
Traffic Control Plan (per setup)EA012

40.00 HR Flagmen013

65.00 Uniformed OfficersHR014
2500.00
SWPPPEA015
P.Crew Travel &Mobilization
8970.00
Travel and Mobilization-TML Region 2 (Amarillo)EApi
8970.00
Travel and Mobilization-TML Region 3 (Caprock-Lubbock)EAP2 8970.00 Travel and Mobilization-TML Region 4 (Permian Basin Region-Odessa)EAP3 5980.00
Travel and Mobilization-TML Region 5 (Red River Valley-Wichita Falls)EAP4 4784.00
Travel and Mobilization-TML Region 6 (Hub of Texas-Abilene)EAP5 4784.00 Travel and Mobilization-TML Region 7 (Alamo Region-San Antonio)EAP6 3250.00 Travel and Mobilization-TML Region 8 (Where the West Begins-Ft.Worth)EAP7 4784.00 Travel and Mobilization-TML Region 9 (Heart of Texas-Waco)EAP8 3250.00 Travel and Mobilization-TML Region 10 (Highland Lakes-Austin)EAP9 8970.00 Travel and Mobilization-TML Region ll(Coastal Bend-Corpus Christi)EAP10 11960.00 Travel and Mobilization-TML Region 12 (Lower Rio Grande Vallev-McAllen)EAPll 3250.00 Travel and Mobilization-TML Region 13 (North Central Texas-Dallas)EAP12 3250.00 Travel and Mobilization-TML Region 14 (San Jacinto-Houston Area)EAP13 4784.00 Travel and Mobilization-TML Region 15 (Tyler-Longview)EAP14 4784.00 Travel and Mobilization-TML Region 16 (Golden Pine &Oil-Beaumont)EAP15 13000.00 Travel and Mobilization -OklahomaEAP16 9750.00
Travel and Mobilization -LouisianaEAP17 20000.00
Travel and Mobilization -ColoradoEAP18 20000-00
Travel and Mobilization -ArkansasEAP19

u QHGACBuy
P20 EA Travel and Mobilization -Missouri 20000.00
EA Travel and Mobilization -KansasP21 20000.00
EA Travel and Mobilization -Emergency MobilizationP22 10000.00 P23 EA Travel and Mobilization -Rehab of Less Than 100 Ft 25000.00 P24 EA Travel and Mobilization -Rehab of 101 Ft to 300 Ft 20000.00 EA Travel and Mobilization -Rehab of 301 Ft to 500 FtP25 15000.00 Travel and Mobilization -Rehab of 501 Ft to 1000 FtP26EA 10000.00 Travel and Mobilization -AlabamaP27EA 20000.00
EA Travel and Mobilization -AlaskaP28 100000.00
Travel and Mobilization -ArizonaP29EA 35000.00
EA Travel and Mobilization -ArkansasP30 20000.00
EA Travel and Mobilization -CaliforniaP31 45000.00
EA Travel and Mobilization -ColoradoP32 30000.00
Travel and Mobilization -ConnecticutP33EA 50000.00
EA Travel and Mobilization -DelwareP34 50000.00
EA Travel and Mobilization -FloridaP35 30000.00
EA Travel and Mobilization -GeorgiaP36 35000.00
EA Travel and Mobilization -HawaiiP37 300000.00
Travel and Mobilization -IdahoP38EA 45000.00
Travel and Mobilization -IllinoisP39EA 30000.00
Travel and Mobilization -IndianaP40EA 30000.00
EA Travel and Mobilization -IowaP41 30000.00
EA Travel and Mobilization -KansasP42 30000.00
Travel and Mobilization -KentuckyEAP43 30000.00
Travel and Mobilization -LouisianaEAP44 20000.00
Travel and Mobilization -MaineP45EA 50000.00
Travel and Mobilization -MarylandP46EA 30000.00
Travel and Mobilization -MassachusettsP47EA 30000.00
EA Travel and Mobilization -MichiganP48 30000.00
Travel and Mobilization -MinnesotaEA 30000.00P49
Travel and Mobilization -MississippiEA 20000.00P50
EA Travel and Mobilization -Montana 30000.00P51
EA Travel and Mobilization -Nebraska 30000.00P52
EA Travel and Mobilization -Nevada 45000.00P53
Travel and Mobilization -New Hampshire
Travel and Mobilization -New Jersey
Travel and Mobilization -New Mexico
EA 45000.00P54
EA 50000.00P55
40000.00EAP56
Travel and Mobilization -New York 45000.00EAP57
30000.00TravelandMobilization-North CarolinaEAP58
40000.00TravelandMobilization-North DakotaEAP59
40000.00TravelandMobilization-OhioEAP60
15000.00TravelandMobilization-OklahomaEAP61
45000.00TravelandMobilization-OregonEAP62
40000.00TravelandMobilization-PennsylvaniaEAP63
45000.00TravelandMobilization-Rhode IslandEAP64
30000.00TravelandMobilization-South CarolinaEAP65
40000.00TravelandMobilization-South DakotaEAP66
30000.00TravelandMobilization-TennesseeEAP67
30000.00TravelandMobilization-UtahEAP68
40000.00TravelandMobilization-VermontEAP69
40000.00TravelandMobilization-VirginiaEAP70
50000.00TravelandMobilization-WashingtonEAP71
30000.00TravelandMobilization-West VarginiaEAP72
40000.00TravelandMobilization-WisconsinEAP73
40000,00TravelandMobilization-WyomingEAP74
10000.00TravelandMobilization-Emergency MobilizationEAP75 25000.00TravelandMobilization-Rehab of Less Than 100 FtEAP76 20000.00TravelandMobilization-Rehab of 101 Ft to 300 FtEAP77 15000.00TravelandMobilization-Rehab of 301 Ft to 500 FtEAP78 10000.00TravelandMobilization-Rehab of 501 Ft to 1000 FtEAP79

Revised 6.1.18

AMENDMENT No. 2 to CONTRACT No. TP07-18
For
Trenchless Pipeline Rehabilitation Services
Between

HOUSTON-GALVESTON AREA COUNCIL
And
Vortex Services, LLC

THIS AMENDMENT modifies the above referenced Contract as follows:

This contract is extended through June 30, 2023 Midnight CT.

Unless otherwise noted, this amendment goes into effect on the date signed by H-GAC. All other terms and conditions of this Contract shall remain unchanged and in full force and effect.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their respective duly authorized representatives.

Signed for Houston-Galveston Area Council, ____________________________________ Houston, Texas Chuck Wemple, Executive Director

Date: _______________________________

Signed for: Vortex Services, LLC ____________________________________

Printed Name & Title: ____________________________________

Date: _______________________________

DocuSign Envelope ID: 97F4EE59-376A-4590-9248-A35542D52556 5/26/2022
Wesley Kingery President, Services
5/26/2022
09/12/2023 C5 Page 51 of 53

Revised 6.1.18

AMENDMENT No. 3 to CONTRACT No. TP07-18
For
Trenchless Pipeline Rehabilitation Services
Between

HOUSTON-GALVESTON AREA COUNCIL
And
Vortex Services, LLC

THIS AMENDMENT modifies the above referenced Contract as follows:

This contract is extended through June 30, 2024 Midnight CT.

Unless otherwise noted, this amendment goes into effect on the date signed by H-GAC. All other terms and conditions of this Contract shall remain unchanged and in full force and effect.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their respective duly authorized representatives.

Signed for Houston-Galveston Area Council, ____________________________________ Houston, Texas Chuck Wemple, Executive Director

Date: _______________________________

Signed for: Vortex Services, LLC ____________________________________

Printed Name & Title: ____________________________________

Date: _______________________________

DocuSign Envelope ID: ABC765F6-DCEF-4AA1-BF87-9815C65F9C12 7/5/2023
President, ServicesWesley Kingery
7/13/2023
09/12/2023 C5 Page 52 of 53

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E
N
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LOCATION:

SUBJECT:

DATE:September 12, 2023
CIP NO. 8131 Buena Outfall Manhole Rehabilitation
Manholes along the1964 Buena Outfall between El Camino Real and Encina Waste Water Facility I

CARLSBAD
VISTA

SAN MARCOS

OCEANSIDE
Exhibit 4
09/12/2023 C5 Page 53 of 53EXHIBIT 4