Draft_Agreement_CC-5450-23.pdf

NOT FOR EXECUTION

Construction Services Agreement

Wekiva Golf Course Irrigation System

(CC-5450-23/HSM)

CONSTRUCTION SERVICES AGREEMENT

WEKIVA GOLF COURSE IRRIGATION SYSTEM

(CC-5450-23/HSM)

THIS AGREEMENT is dated as of the _____ day of ___________ 20_____, by and between ____________________________________________________________, duly authorized to conduct business in the State of Florida, whose address is

______________________________________________, in this Agreement referred to as

“CONTRACTOR”, and SEMINOLE COUNTY, a charter county and political subdivision of the

State of Florida, whose address is Seminole County Services Building, 1101 E. 1st Street, Sanford, Florida 32771, in this Agreement referred to as “COUNTY”.

COUNTY and CONTRACTOR, in consideration of the mutual covenants set forth in this

Agreement, agree as follows:

Section 1. Work. CONTRACTOR shall complete all work as specified or indicated in the Contract Documents, including the Scope of Services, attached to this Agreement as Exhibit

A, and the solicitation package, all addenda to this package, and CONTRACTOR’s submission in response to this solicitation. The work is generally described as the Wekiva Golf Course Irrigation

System Replacement Project.

Section 2. Engineer.

(a) The Engineer of Record (“ENGINEER”) as named in the Contract Documents is

Dix.Hite + Partners, Inc., whose address is 150 W. Jessup Avenue, Longwood, Florida 32750.

(b) COUNTY staff will serve as consultant for construction, engineering, and inspection (“CEI”) services as named in the Contract Documents.

Construction Services Agreement

Wekiva Golf Course Irrigation System

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Section 3. Contract Time.

(a) All provisions regarding contract time are essential to the performance of this

Agreement.

(b) The work must be substantially completed as described in subsection 14.13 of the

General Conditions within one hundred fifty (150) calendar days after the date when the contract time begins to run as provided in subsection 2.2 of the General Conditions. The work must be finally completed and ready for final payment in accordance with subsection 14.9 of the General

Conditions within thirty (30) calendar days after the actual date of substantial completion.

(c) The parties acknowledge that the contract time provided in this Section includes consideration of adverse weather conditions common to Central Florida, including the possibility of hurricanes and tropical storms.

(d) The contract time provided for in this Section includes thirty (30) days allocated specifically to CONTRACTOR’s responsibility for utility coordination or relocation of utilities at or adjacent to the Project site. CONTRACTOR shall depict this thirty (30) days as float time not impacting controlling work items on CONTRACTOR’s critical path scheduling. No contract time extensions will be considered related to utility coordination matters, including, but not limited to utility relocations and conflicts, unless the utility related time impacts exceed thirty (30) days impact on controlling items of work in accordance with the Project schedule.

(e) In the event that the work requires phased construction, then multiple points of substantial completion may be established in the Supplementary Conditions.

Section 4. Contract Price.

(a) COUNTY shall pay CONTRACTOR for performance of the work in accordance with the Contract Documents on the basis of the total bid (original contract price).

Construction Services Agreement

Wekiva Golf Course Irrigation System

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CONTRACTOR’s total compensation is $__________________, subject only to increases or decreases made in strict conformance with the Contract Documents.

(b) CONTRACTOR shall accept the contract price as full compensation: for performance of all work and providing all materials embraced in the Contract Documents; for all loss or damage arising out of performance of the work and from the action of the elements, or from any unforeseen or unknown difficulties or obstructions which may arise or be encountered in the prosecution of the work until the final acceptance; and for all risks of every description connected with the work.

(c) CONTRACTOR acknowledges that CONTRACTOR has studied, considered, and included in its total bid (original contract price) all costs of any nature relating to: (1) performance of the work under Central Florida weather conditions; (2) applicable law, licensing, and permitting requirements; (3) the Project site conditions, including, but not limited to subsurface site conditions; and (4) the terms and conditions of the Contract Documents, including, but not limited to the indemnification and no damage for delay provisions of the Contract Documents.

(d) CONTRACTOR acknowledges that performance of the work will involve significant work adjacent to, above, and in close proximity to underground facilities, including utilities which will require the support of active utilities as well as the scheduling and sequencing of utility installations and relocations (temporary and permanent) by CONTRACTOR.

(1) In addition to the acknowledgments previously made, CONTRACTOR acknowledges that its total bid (original contract price) specifically considered and relied upon

CONTRACTOR’s own study of underground facilities, utilities in their present, relocated

(temporary and permanent), and proposed locations, and conflicts relating to utilities and underground facilities.

Construction Services Agreement

Wekiva Golf Course Irrigation System

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(2) CONTRACTOR acknowledges that its total bid (original contract price) considered and included all of its costs relating to the responsibilities to coordinate and sequence the work of CONTRACTOR with the work of COUNTY, the work of other utility contractors, and the work of others at the Project site.

Section 5. Payment Procedures.

(a) Application for Payment. CONTRACTOR shall submit Applications for Payment in accordance with Section 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided for in the General Conditions.

(b) Progress Payments. COUNTY shall make progress payments on the basis of

CONTRACTOR’s Applications for Payment as recommended by ENGINEER and in accordance with Section 14 of the General Conditions.

(c) Final Payment. Upon Final Completion and acceptance of the work in accordance with subsection 14.9.1 of the General Conditions, COUNTY shall pay the remainder of the contract price as provided in that subsection.

Section 6. Additional Retainage for Failure to Maintain Progress on the Work.

(a) Retainage under the Contract Documents is held as collateral security to secure completion of the work.

(b) In the event that CONTRACTOR fails to physically mobilize to the work site as required by Section 6.19 of the General Conditions, COUNTY may withhold additional retainage to secure completion of the work in an amount equal to the product of the number of days after the

31st day following the date of commencement of contract time and the liquidated damage amount for substantial completion set forth in Section 9 of this Agreement. The additional retainage will be withheld from the initial and each subsequent progress payment. The additional retainage held

Construction Services Agreement

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under this subsection will be released to CONTRACTOR in the next progress payment following

ENGINEER’s approval of a supplementary progress schedule demonstrating that the requisite progress will be regained and maintained as required by Section 6.19.2 of the General Conditions.

(c) If CONTRACTOR is behind schedule and it is anticipated by COUNTY that the work will not be completed within the contract time, COUNTY may withhold additional retainage in anticipation of liquidated damages equal to the product of the number of days after the scheduled contract time (substantial completion or final completion) and the amount of liquidated damages set forth in Section 9 of this Agreement. The additional retainage under this subsection may, at

COUNTY’s discretion, be withheld from subsequent progress payments. Any additional retainage held under this subsection will be released to CONTRACTOR in the next progress payment following ENGINEER’s approval of a supplemental progress schedule demonstrating that the requisite progress will be regained and maintained as required by Section 6.19.2 of the General

Conditions.

Section 7. CONTRACTOR’s Representations. In order to induce COUNTY to enter into this Agreement, CONTRACTOR makes the following representations:

(a) CONTRACTOR has familiarized itself with the nature and extent of the Contract

Documents, work, locality, weather, utility locations, all local conditions, Chapter 220, Part 1, Purchasing Code, Seminole County Code, and Federal, State, and local laws, ordinances, rules, policies, and regulations that in any manner may affect cost, progress, or performance of the work.

(b) CONTRACTOR has studied carefully and considered in its bid all reports of investigations and tests of subsurface and physical conditions of the site affecting cost, progress, scheduling, or performance of the work.

Construction Services Agreement

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(c) CONTRACTOR has studied carefully and considered in its bid the Plans and

Specifications, performed necessary observations and examinations, and studied the physical conditions at the site related to underground facilities, utility installations, conflicts, relocations

(temporary and permanent), and all other underground facilities and utility related conditions of the work and site that may affect cost, progress, scheduling, or any aspect of performance of the work, and that its bid reflects all such conditions. CONTRACTOR, by submitting its bid and executing this Agreement, acknowledges the constructability of the work under the Plans and

Specifications. CONTRACTOR, by its study, excludes and releases COUNTY from any implied warranties, including, but not limited to the Spearin Doctrine, and acknowledges that the Plans and

Specifications are adequate to perform the work.

(d) CONTRACTOR has made or caused to be made examinations, investigations, tests, and studies as it deems necessary for the performance of the work at the contract price, within the contract time, and in accordance with the other terms and conditions of the Contract

Documents. CONTRACTOR does not and will not require any additional examinations, investigations, tests, reports, or similar data for such purposes.

(e) CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the Contract Documents.

(f) CONTRACTOR has provided COUNTY written notice of all conflicts, errors, or discrepancies that CONTRACTOR has discovered in the Contract Documents. CONTRACTOR hereby accepts COUNTY’s written resolution of all such conflicts, errors, or discrepancies.

(g) CONTRACTOR declares and agrees that the approval or acceptance of any part of the work or material by COUNTY, ENGINEER, or any agent relating to compliance with the

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Contract Documents will not operate as a waiver by COUNTY of strict compliance with the terms and conditions of the Contract Documents.

(h) CONTRACTOR’s resident Superintendent at the work site will be

_____________________________________. CONTRACTOR shall use only this person as

Superintendent, unless otherwise approved by COUNTY’s Project Manager after following the procedure indicated in the General Conditions.

(i) CONTRACTOR has studied carefully and considered all permit requirements related to performance of the work. CONTRACTOR declares and agrees that all costs related to performing the work in compliance with the requirements of all permits at the contract price are included in the contract price. CONTRACTOR agrees that it will be solely responsible for payment of all fines and penalties of any nature assessed to CONTRACTOR, COUNTY, or both, by any governmental entity, district, or authority, or other jurisdictional entity relating to all permits required for performance of the work.

(j) CONTRACTOR acknowledges that the performance of the work under the

Contract Documents fulfills a COUNTY, CONTRACTOR, and public purpose. To that end, CONTRACTOR shall respond to citizen complaints related to alleged damage caused by

CONTRACTOR’s performance of the work within ten (10) days of receipt of the complaint from any citizen, ENGINEER, or COUNTY. CONTRACTOR shall respond separately to each complaint. When a complaint is brought to CONTRACTOR by a citizen, CONTRACTOR shall report the citizen, the street address, and a summary of the complaint and any action taken in response. Responses and action taken by CONTRACTOR must specifically identify the problem and specific actions taken. Generic statements such as “addressed the problem” are unacceptable.

Construction Services Agreement

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If CONTRACTOR fails to respond within ten (10) days, COUNTY may take corrective action and deduct the actual costs of corrective action from subsequent progress payments or the retainage.

(k) CONTRACTOR acknowledges that COUNTY-owned property obtained for performance of the work within the project limits includes temporary construction easements. In the event that CONTRACTOR fails to perform the work within the contract time, then

CONTRACTOR shall be solely responsible for payment of all costs for additional or extended temporary construction easements. CONTRACTOR authorizes COUNTY to deduct the actual costs of additional or extended temporary construction easements from subsequent progress payments or the retainage.

Section 8. Contract Documents.

(a) The Contract Documents, which constitute the entire agreement between COUNTY and CONTRACTOR, are made a part of this Agreement and are to be treated and interpreted as a unified whole to the maximum extent possible. The initial Contract Documents consist of the following items, listed in order of precedence below to the extent there may be any conflicts between them:

(1) This Agreement and its Exhibits.

(2) Any Addenda to COUNTY’s Solicitation Package.

(3) COUNTY’s Solicitation Package, including the General Conditions.

(4) Drawings and Plans.

(5) Technical Specifications.

(b) As the Project progresses, additional Contract Documents may become part of the

Agreement between COUNTY and CONTRACTOR and will consist of the following:

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(1) Modifications through Change Orders as provided in the General

Conditions or an Amendment to the Agreement, which will supersede the provisions in the

Contract Documents affected by the Change Order or Amendment.

(2) Performance Bond.

(3) Payment Bond.

(4) Contractor’s Certificate of Insurance and Insurance Policies.

(5) Notice to Proceed.

(6) Certificate of Substantial Completion.

(7) Contractor’s Waiver of Lien (Partial).

(8) Contractor’s Waiver of Lien (Final and Complete).

(9) Subcontractor/Supplier’s Waiver of Lien (Final and Complete).

(10) Certificate of Final Completion.

(11) Contractor’s Release.

(12) Consent of Surety to Final Payment.

(13) Material and Workmanship Bond.

(c) There are no Contract Documents other than those listed above in this Section. The

Contract Documents may only be modified or amended by a change order as provided in the

General Conditions or by an Amendment to this Agreement.

Section 9. Liquidated Damages.

(a) COUNTY and CONTRACTOR recognize that time is essential to the performance of this Agreement, and CONTRACTOR recognizes that COUNTY will suffer financial loss if the work is not substantially completed as described in subsection 14.13 of the General Conditions within the time specified below, plus any extensions of time allowed in accordance with Section

Construction Services Agreement

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12 of the General Conditions. If the work is not completed on time, the parties also recognize the delays, expense, and difficulties involved in proving in a legal or alternative dispute resolution proceeding the damages resulting from the delay in COUNTY’s ability to use the completed Work.

Accordingly, CONTRACTOR and CONTRACTOR’s Surety agree to pay COUNTY as liquidated damages the amount of Two Hundred Fifty and No/100 Dollars ($250.00) per day for each day

CONTRACTOR exceeds the contract time for substantial completion until the work is

Substantially Complete. It is agreed that if the work is not completed by the final completion date in accordance with the Contract Documents, CONTRACTOR shall pay COUNTY as liquidated damages for delay one quarter (1/4) of the rate set forth above. The parties acknowledge and agree that the liquidated amounts described in this Section are not a penalty, but instead a reasonable measure of damages based upon the parties’ experience in the relevant industry and given the nature of the losses to COUNTY that may result from delay in Substantial or Final Completion.

(b) CONTRACTOR shall pay or reimburse, in addition to the liquidated damages specified in this Agreement, COUNTY’s actual damages which may include, but are not limited to, expenses for engineering fees and inspection costs arising from CONTRACTOR’s failure in meeting either or both the substantial completion and final completion dates.

(c) The liquidated damages provided in this Section will apply regardless of whether

CONTRACTOR is terminated, is in default, or has abandoned the work.

Section 10. Definitions, Assignment, and Binding Effect.

(a) Terms used in this Agreement that are defined in Section 1 of the General

Conditions have the meanings indicated in the General Conditions.

(b) No assignments by a party of any rights under or interests in the Contract

Documents will be binding on any other party without the written consent of the party sought to

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be bound and any such assignment without such written consent will be void and of no effect.

Specifically, but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law). Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the

Contract Documents.

(c) COUNTY and CONTRACTOR each binds itself and its partners, successors, assigns, and legal representatives to the other party, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract

Documents.

Section 11. CONTRACTOR’s Specific Consideration. In consideration of

CONTRACTOR’s indemnity agreements as set out in the Contract Documents, COUNTY specifically agrees to pay CONTRACTOR the sum of Two Hundred Fifty and No/100 Dollars

($250.00). CONTRACTOR acknowledges receipt of the specific consideration for

CONTRACTOR’s indemnification of COUNTY and that the specific consideration is included in the original contract price allocated by CONTRACTOR among all pay items, receipt of which is hereby acknowledged.

Section 12. Patents and Royalties. Unless otherwise provided, CONTRACTOR is solely responsible for obtaining the right to use any patented or copyrighted materials in the performance of this Agreement. CONTRACTOR, without exception, shall indemnify and save harmless

COUNTY and its employees from liability of any nature or kind, including costs and expenses for or on account of any copyrighted, patented, or unpatented invention, process, or article manufactured or supplied by CONTRACTOR. In the event of any claim against COUNTY of

Construction Services Agreement

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copyright or patent infringement, COUNTY shall promptly provide written notification to

CONTRACTOR. If such a claim is made, CONTRACTOR shall use its best efforts to promptly purchase for COUNTY the legitimate version of any infringing products or services or procure a license from the patent or copyright holder at no cost to COUNTY that will allow continued use of the service or product. If none of these alternatives are reasonably available, COUNTY shall return the article on request to CONTRACTOR and receive reimbursement, if any, as may be determined by a court of competent jurisdiction.

Section 13. Notices. Whenever either party desires to give notice to the other including, but not limited to contract claims, it must be given by written notice, hand delivered, signed and dated for receipt, or be sent by certified United States mail, return receipt requested, addressed to the party for whom it is intended at the place last specified. The place for giving of notice will remain such until it has been changed by written notice in compliance with the provisions of this

Section. For the present, the parties designate the following as the respective places for giving of notice:

For COUNTY:

Seminole County Greenways and Natural Lands Division

100 E. 1st Street

Sanford, FL 32771

With a copy to:

Seminole County Purchasing & Contracts Division

1301 E. Second Street

Sanford, FL 32771

Copy to ENGINEER:

Dix.Hite + Partners, Inc.

150 W. Jessup Avenue

Longwood, FL 32750

Construction Services Agreement

Wekiva Golf Course Irrigation System

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For CONTRACTOR:

Section 14. Conflict of Interest.

(a) CONTRACTOR shall not engage in any action that would create a conflict of interest in the performance of its obligations pursuant to this Agreement with COUNTY or which would violate or cause others to violate the provisions of Chapter 112, Part III, Florida Statutes, relating to ethics in government.

(b) CONTRACTOR certifies that no officer, agent, or employee of COUNTY has any material interest (as defined in Section 112.312(15), Florida Statutes, as over 5%), either directly or indirectly in the business of CONTRACTOR to be conducted under this Agreement and that no such person will have any such interest at any time during the term of this Agreement.

Section 15. Material Breaches of Agreement.

(a) The parties recognize that breaches of the Contract Documents may occur and that remedies for those breaches may be pursued under the Contract Documents. The parties further recognize that the safety of the traveling public is of paramount concern. Therefore, the parties agree that any breach of the Contract Documents related to life safety, including, but not limited to the maintenance of traffic requirements of the Contract Documents will be considered a material breach of the Contract Documents.

(b) Upon a material breach of the Contract Documents related to life safety as determined by COUNTY, COUNTY will issue a Stop Work Order suspending the work or any specific portion of the work until the conditions are corrected. If the life safety conditions giving rise to the Stop Work Order are not corrected within a reasonable time, as determined by

Construction Services Agreement

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COUNTY, then the material breach will entitle COUNTY to terminate this Agreement. The recognition of breaches of the provisions of the Contract Documents related to life safety as material breaches will not be construed as a limitation on other remedies for breaches or material breaches of the Contract Documents.

Section 16. Indemnification of COUNTY. CONTRACTOR shall indemnify and hold harmless COUNTY, its commissioners, officers, and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney’s fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of CONTRACTOR and persons employed or utilized by CONTRACTOR in the performance of this Agreement.

Section 17. Public Records Law.

(a) CONTRACTOR acknowledges COUNTY’s obligations under Article 1, Section

24, Florida Constitution and Chapter 119, Florida Statutes, to release public records to members of the public upon request. CONTRACTOR acknowledges that COUNTY is required to comply with Article 1, Section 24, Florida Constitution and Chapter 119, Florida Statutes, in the handling of the materials created under this Agreement and this statute controls over the terms of this

Agreement. Upon COUNTY’s request, CONTRACTOR shall provide COUNTY with all requested public records in CONTRACTOR’s possession, or shall allow COUNTY to inspect or copy the requested records within a reasonable time and at a cost that does not exceed costs as provided under Chapter 119, Florida Statutes.

(b) CONTRACTOR specifically acknowledges its obligations to comply with Section

119.0701, Florida Statutes, with regard to public records and shall perform the following:

Construction Services Agreement

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(1) CONTRACTOR shall keep and maintain public records that ordinarily and necessarily would be required by COUNTY in order to perform the services or provide the materials required under this Agreement.

(2) CONTRACTOR shall provide COUNTY with access to public records on the same terms and conditions that COUNTY would provide the records and at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law.

(3) CONTRACTOR shall ensure public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed, except as authorized by law.

(c) Upon termination of this Agreement, CONTRACTOR shall transfer, at no cost to

COUNTY, all public records in possession of CONTRACTOR, or keep and maintain public records required by COUNTY under this Agreement. If CONTRACTOR transfers all public records to COUNTY upon completion of this Agreement, CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If CONTRACTOR keeps and maintains the public records upon completion of this

Agreement, CONTRACTOR shall meet all applicable requirements for retaining public records.

All records stored electronically must be provided to COUNTY, upon request of COUNTY, in a format that is compatible with the information technology systems of COUNTY.

(d) Failure to comply with this Section will be deemed a material breach of this

Agreement for which COUNTY may terminate this Agreement immediately upon written notice to CONTRACTOR. CONTRACTOR may also be subject to statutory penalties as set forth in

Section 119.10, Florida Statutes.

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(e) IF CONTRACTOR HAS QUESTIONS REGARDING THE

APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO

CONTRACTOR’s DUTY TO PROVIDE PUBLIC RECORDS RELATING

TO THIS CONTRACT, CONTRACTOR MAY CONTACT THE

CUSTODIAN OF PUBLIC RECORDS, THE SEMINOLE COUNTY

PURCHASING AND CONTRACTS MANAGER, AT 407-665-7116,

PURCH@SEMINOLECOUNTYFL.GOV, PURCHASING AND

CONTRACTS DIVISION, 1301 E. SECOND STREET, SANFORD, FL 32771.

Section 18. Dispute Resolution.

(a) In the event of a dispute related to any performance or payment obligation arising under this Agreement, the parties shall exhaust COUNTY administrative dispute resolution procedures prior to filing a lawsuit or otherwise pursuing legal remedies. COUNTY administrative dispute resolution procedures for proper invoice and payment disputes are set forth in Section

22.15, “Prompt Payment Procedures,” Seminole County Administrative Code. COUNTY administrative dispute resolution procedures for contract claims related to this Agreement, other than for proper invoice and payment disputes, are set forth in Section 3.5541, “Contract Claims,”

Seminole County Administrative Code.

(b) In any lawsuit or legal proceeding arising under this Agreement, CONTRACTOR hereby waives any claim or defense based on facts or evidentiary materials that were not presented for consideration in COUNTY administrative dispute resolution procedures set forth in subsection

(a) above of which CONTRACTOR had knowledge and failed to present during COUNTY administrative dispute resolution procedures.

mailto:PURCH@SEMINOLECOUNTYFL.GOV

Construction Services Agreement

Wekiva Golf Course Irrigation System

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(c) In the event that COUNTY administrative dispute resolution procedures are exhausted and a lawsuit or legal proceeding is filed, the parties shall exercise best efforts to resolve disputes through voluntary mediation and to select a mutually acceptable mediator. The parties participating in the voluntary mediation shall share the costs of mediation equally.

Section 19. All Prior Agreements Superseded. This Agreement incorporates and includes all prior negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained in this Agreement and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Agreement that are not contained or referred to in this document. Accordingly, it is agreed that no deviation from the terms of this Agreement may be predicated upon any prior representations or agreements, whether oral or written.

Section 20. Modifications, Amendments, or Alterations. No modification, amendment, or alteration in the terms or conditions contained in this Agreement will be effective unless contained in a written amendment executed with the same formality and of equal dignity with this

Agreement.

Section 21. Independent Contractor. Nothing in this Agreement is intended or may be construed as in any manner creating or establishing a relationship of co-partners between the parties, or as constituting CONTRACTOR (including its officers, employees, and agents) as an agent, representative, or employee of COUNTY for any purpose or in any manner whatsoever.

CONTRACTOR is and will remain forever an independent contractor with respect to all services performed under this Agreement.

Section 22. Employee Status. Persons employed by CONTRACTOR in the performance of services and functions pursuant to this Agreement will have no claim to pension, workers’

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compensation, unemployment compensation, civil service, or other employee rights or privileges granted to COUNTY’s officers and employees either by operation of law or by COUNTY.

Section 23. Services Not Provided For. No claim for services provided by

CONTRACTOR not specifically provided for in this Agreement will be honored by COUNTY.

Section 24. Rights At Law Retained. The rights and remedies of COUNTY provided under this Agreement are in addition to any other rights and remedies provided by law.

Section 25. Governing Law, Jurisdiction, and Venue. The laws of the State of Florida govern the validity, enforcement, and interpretation of this Agreement. The sole jurisdiction and venue for any legal action in connection with this Agreement will be in the courts of Seminole

County, Florida.

Section 26. Compliance with Laws and Regulations. In providing all services pursuant to this Agreement, CONTRACTOR must abide by all statutes, ordinances, rules, and regulations pertaining to or regulating the provision of such services, including those now in effect and subsequently adopted. Any violation of such statutes, ordinances, rules, or regulations will constitute a material breach of this Agreement and will entitle COUNTY to terminate this

Agreement immediately upon delivery of written notice of termination to CONTRACTOR.

Section 27. Headings and Captions. All headings and captions contained in this

Agreement are provided for convenience only, do not constitute a part of this Agreement, and may not be used to define, describe, interpret or construe any provision of this Agreement.

Section 28. Additional Requirements. CONTRACTOR shall comply with the Bid Form attached to this Agreement as Exhibit B, the Trench Safety Act document attached to this

Agreement as Exhibit C, and the Americans with Disabilities Act Affidavit attached to this

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Agreement as Exhibit D. CONTRACTOR shall use the Construction Forms attached to this

Agreement as Exhibit E during the course of this Agreement as appropriate.

Section 29. E-Verify System Registration.

(a) CONTRACTOR must register with and use the E-Verify system to verify the work authorization status of all new employees prior to entering into this Agreement with COUNTY. If

COUNTY provides written approval to CONTRACTOR for engaging with or contracting for the services of any subcontractors under this Agreement, CONTRACTOR must require certification from the subcontractor that at the time of certification, the subcontractor does not employ, contract, or subcontract with an unauthorized alien. CONTRACTOR must maintain a copy of the foregoing certification from the subcontractor for the duration of the agreement with the subcontractor.

(b) If COUNTY has a good faith belief that CONTRACTOR has knowingly violated this Section, COUNTY shall terminate this Agreement. If COUNTY terminates this Agreement with CONTRACTOR, CONTRACTOR may not be awarded a public contract for at least one (1) year after the date on which this Agreement is terminated. If COUNTY has a good faith belief that a subcontractor knowingly violated this Section, but CONTRACTOR otherwise complied with this Section, COUNTY must promptly notify CONTRACTOR and order CONTRACTOR o immediately terminate its agreement with the subcontractor.

(c) CONTRACTOR shall execute and return the Affidavit of E-Verify Requirements

Compliance, attached to this Agreement as Exhibit F, to COUNTY.

IN WITNESS WHEREOF, the parties have executed this Agreement. All portions of the

Contract Documents have been signed or identified by COUNTY and CONTRACTOR or by

ENGINEER on their behalf.

Construction Services Agreement

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ATTEST: _______________________________

By:

, Secretary , President

(CORPORATE SEAL) Date:

SEMINOLE COUNTY, FLORIDA

By:

Witness ROBERT BRADLEY, Procurement Administrator

Print Name

Date:

Witness

For the use and reliance of As authorized for execution by the Board of

Seminole County only. County Commissioners at its _____________, 20___, regular meeting.

Approved as to form and legal sufficiency.

County Attorney RM/lpk

10/19/23

T:\Users\Legal Secretary CSB\Purchasing 2023\CC-5450.docx

Attachments:

Exhibit A – Scope of Services

Exhibit B – Bid Form

Exhibit C – Trench Safety Act

Exhibit D – Americans with Disabilities Act Affidavit

Exhibit E – Construction Forms

Exhibit F – Affidavit of E-Verification Requirements Compliance

IRRIGATION SCOPE- WEKIVA GOLF CLUB

SUMMARY OF WORK 01 11 00-1

SECTION 01 11 00 SUMMARY OF WORK

PART 1- GENERAL

1.1 DESCRIPTION OF WORK

A. Work included:

1. Replacement of an irrigation system at Wekiva Golf Club, located in Seminole County, Florida.

2. Use of premises.

B. Related work: Work affecting this Section includes but is not necessarily limited to General Conditions and Special Conditions.

1.2 COVERED BY THE CONTRACT DOCUMENTS

A. Work under this contract comprises furnishing the labor, material, equipment, tools, services, and other incidentals required to construct and make complete for use the Wekiva Golf Club. The construction consists generally of site preparation and the installation of a new irrigation system while allowing operation of the current irrigation system until the new system is operational.

B. This Scope of Work is not to be limited by this description and will include additional and incidental related work as required and more fully set forth in the Contract Documents.

C. Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the Contractor of the responsibility of furnishing the item as part of the work at no additional cost to the Owner.

D. The Contractor shall perform the Work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction.

E. The Contractor shall comply with all Federal, State and local laws, rules and regulations which are applicable to this Project.

1.3 CONTRACT METHOD

A. Construct the work under a lump sum contract price.

B. Relations and responsibilities between General Contractor, subcontractors and Owner shall be as defined in General Conditions of the Contract.

1.4 OCUPANCY OF THE SITE

A. Conduct operations as to ensure the least inconvenience to the general public.

EXHIBIT A

IRRIGATION SCOPE- WEKIVA GOLF CLUB

SUMMARY OF WORK 01 11 00-2

B. The Contractor shall assume full responsibility for the protection and safekeeping of products and materials stored at the job site. If additional storage or work areas are required, they shall be obtained by the Contractor at no additional cost to the Owner.

1.5 WORK SEQUENCE

A. The Contractor shall establish his work sequence based on the use of crews to facilitate completion of construction and testing within the allotted Contract Time.

PART 2- PRODUCTS

2.1 (Not Applicable)

PART 3- EXECUTION

3.1 (Not Applicable)

END OF SECTION 01 11 00

EXHIBIT A

EXHIBIT B

Wekiva Golf Course BOQ

September 12, 2023

WEKIVA GOLF COURSE

SEMINOLE COUNTY, FLORIDA

Irrigation System - Bill of Quantities Tuesday, September 12, 2023

Rain Bird Golf Irrigation Equipment header 1 Vendor PN ITEM Qty Unit Price Materials Labor Price

GSVIC150 150PESBIC - GVIC150 - 1.50" PESB-IC, VALVE NPT ICM w/PRS-DIAL Block Valve 13 -$ -$ -$ B13301 55K1 - B13301 - 55 K-1 Quick Coupler Key + SH2 Hose Swivel Quick Coupling Key 4 -$ -$ -$ B40003 SH2 - B40003 - SH-2 SWIVEL 1 X 1 Hose Swivel 4 -$ -$ -$ B12709 5NP - B12709 - 5 NP 1" QCV W/PURPLE LKG COVER Quick Coupling Valve 24 -$ -$ -$ GRIC952852 A952IC8052 - GRIC952852 - ACME EAGLE 952 ICM 52 80PSI Full Circle Valve In Head Rotor 25 -$ -$ -$ GRIC952852 A952IC8052 - GRIC952852 - ACME EAGLE 952 ICM 52 80PSI Part Circle Valve In Head Rotor 191 -$ -$ -$ GRIC952860 A952IC8060 - GRIC952860 - ACME EAGLE 952 ICM 60 80PSI Full Circle Valve In Head Rotor 458 -$ -$ -$ GRIC952860 A952IC8060 - GRIC952860 - ACME EAGLE 952 ICM 60 80PSI Part Circle Valve In Head Rotor 419 -$ -$ -$ JG010033 SJ8150T33 - JG010033 - 8"X1.50" ACME X ACME TOP MOUNT SWING JOINT 1086 -$ -$ -$ DBRY100 DBRYUL100 - DBRY100 - DB RED YELLOW WIRE CON BOX 100 Splices for Control Field Wire 2,500 -$ -$ -$ HS6030 ICI3000120 - HS6030 - ICI 2250/ 3000 120 VAC IC Field Interface Module 1 -$ -$ -$ HS1000 ICSD - HS1000 - C Surge Device 120 -$ -$ -$ H9600101 CIRRUSPRO - H9600101 - CIRRUSPRO FULL CPU & 1 YR GSP Central Control Software 1 -$ -$ -$ 001351 GSP 2YR (1 year with CIRRUSPRO + 2 x 2 years add-on = 5 years) Central Control Support 2 -$ -$ -$

TOTAL RAIN BIRD EQUIPMENT -$ -$

Toro Golf Irrigation Equipment header 2 Vendor PN ITEM Qty Unit Price Materials Labor Price

1.5" Block Control Valve - P-220S-27-96 - Press Regulated + DC Latching Solenoid 13 -$ -$ -$ 1" QC Key - 464-01 4 -$ -$ -$ 1" x 1" Hose Swivel - 477-01 4 -$ -$ -$ 1" QC Valve with Purple Cover - 474-00 24 -$ -$ -$ Full Circle Valve In Head Rotor 60' FLX55-54-8-6 25 -$ -$ -$ Part Circle Valve In Head Rotor 60' FLX55-54-8-6 191 -$ -$ -$ Full Circle Valve In Head Rotor 75' FLX55-58-8-6 458 -$ -$ -$ Part Circle Valve In Head Rotor 75' FLX55-58-8-6 419 -$ -$ -$ 1.5" x 8" Top Mount Acme Swing Joint TSJ-15ST-8-4-15A 1086 -$ -$ -$ 3M Scotchlock Water Proof Resin Pack Wire Connector - 270322 3M #4N-Size A 3.2 Oz. 2,500 -$ -$ -$ Field Interface Module - FIU-2011DR at Central Controller 1 -$ -$ -$ Control Wire Surge Device - Toro DEC-SG-LINE 120 -$ -$ -$ Lynx Central Control Software + Set Up Support + 1 Year Support 1 -$ -$ -$ 2 Year Central Control Support (Total 5 Years Support) 2 -$ -$ -$

TOTAL TORO EQUIPMENT -$ -$

September 12, 2023

RAIN BIRD AND TORO ACCESSORIES

3 Vendor PN ITEM Qty Unite Price Materials Labor

D02221 DRSVK18 - D02221 - KEY, DR-SVK-18 INCH Selector Valve Key - Toro 995-15 4 -$ -$ -$ D02237 ISTSRS - D02237 - INSTALLATION SOCKET FOR TSRS - Toro 118-1843 4 -$ -$ -$ D05400 MGP1 - D05400 - MGP-1 GROUNDING PLATE ASSY - Toro Grounding at Smart Hub 2 -$ -$ -$ D05110 MSP1 - D05110 - MSP-1 (LONG) MAXI SURGE PIPE - Toro Grounding at Smart Hub 3 -$ -$ -$ F69400 RAINCAN - F69400 - TIPPING BUCKET RAIN CAN 4" - Toro Equivalent 2 -$ -$ -$ IC-IN Integrated Control Input Device for RAIN CAN - Toro Equivalent 2 -$ -$ -$ D02203 SRP - D02203 - PLIERS, SNAP-RING - 900/DR - Toro 995-100 4 -$ -$ -$ B40003 SH2 - B40003 - SH-2 SWIVEL 1 X 1 Hose Swivel - Toro 477-01 4 -$ -$ -$ B41730 VT900N - B41730 - 900/DR VALVE INSERTION TOOL - Toro 118-1843 4 -$ -$ -$ 21390044 900NOZ44 - 21390044 - 900 RNG. NOZZLE ASSY. BLUE-44 - Toro - 54 Orange 10 -$ -$ -$ 21390064 900NOZ64 - 21390064 - 900 RNG. NOZZLE ASSY RED-64 - Toro - 58 - Red 10 -$ -$ -$

HP Inkjet Printer 1 -$ -$ -$ Certified GIS Start Up 1 -$ -$ -$ Central Programming Including Flow Tree and ICM Address Input 1 -$ -$ -$ Apple i-Pad with water proof case 1 -$ -$ -$ Apple i-Pad Mini with water proof case 1 -$ -$ -$

TOTAL ACCESSORIES -$ -$

VALVE BOXES

4 Vendor PN ITEM Qty Unite Price Materials Labor

G11430 GVBJMBGR - G11430 -VALVE BOX, JMB ASSY W/GREEN LID (ARV) 10 -$ -$ -$

G11431 GVBJMBBLK - G11431 -VALVE BOX, JMB ASSY W/BLACK LID (Central Grounding) 1 -$ -$ -$ G11402 GVBSTDPURP - G11402 - RECT. VALVE BOX ASSY W/PURPLE LID (33-GV + 121 LIV + 13 PESB) 167 -$ -$ -$ G11401 GVBSTDBLK - G11401 - RECT. VALVE BOX ASSY W/BLACK LID (3 Way Wire Splices) 30 -$ -$ -$ G11452 GVB10RNDPURP - G11452 - VLVE BX, 10" RND ASSY, PURPLE LID (24 QCV + 10 DV) 34 -$ -$ -$ G11481 GVB7RNDBLK - G11481 - VALVE BOX, 7RND ASSY W/BLK LID (ICSD Surge Ground) 120 -$ -$ -$ A11445 VBJMB6EXTB - 6” Valve Box Extension Body for ARV Assemblies 10 -$ -$ -$

TOTAL VALVE BOXES 5391 -$ -$

PVC PIPE & FITTINGS header 5 Vendor PN ITEM Qty Unite Price Materials Labor

3/4" CL200 PVC Pipe SW (Cut to 30" lengths for staking) 3000 -$ -$ -$ 1" CL200 PVC Pipe SW for Block Zones 1500 -$ -$ -$ 1.5" CL200 PVC Pipe SW for Block Zones 1000 -$ -$ -$ 2" CL200 PVC Pipe SW for Block Zones 500 -$ -$ -$ 2" CL200 PVC Pipe SW for Block Zones 200 -$ -$ -$ PVC Fittings and Swing Joints for Block Zones - Lump Sum 1 -$ -$ -$

TOTAL PVC PIPE 3000 -$ -$

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September 12, 2023

HDPE PIPE (STICKS UNLESS NOTATED) header 6 Vendor PN ITEM Qty Unite Price Materials Labor

10" HDPE Pipe 4710 SDR 13.5 Purple Stripe 40 -$ -$ -$ 2" HDPE Pipe 4710 SDR 13.5 Purple Stripe COILS (LOW POINT DRAIN DISCHARGE PIPE) 1000 -$ -$ -$ 2" HDPE Pipe 4710 SDR 13.5 Purple Stripe COILS 77600 -$ -$ -$ 3" HDPE Pipe 4710 SDR 13.5 Purple Stripe 2000 -$ -$ -$ 4" HDPE Pipe 4710 SDR 13.5 Purple Stripe 10700 -$ -$ -$ 6" HDPE Pipe 4710 SDR 13.5 Purple Stripe 20600 -$ -$ -$ 8" HDPE Pipe 4710 SDR 13.5 Purple Stripe 5000 -$ -$ -$

TOTAL HDPE PIPE 116340 -$ -$

placeholder WIRE header

7 Vendor PN ITEM Qty Unite Price Materials Labor Bare WIRE 10-1 BARE COPPER SHIELDING WIRE (RAIN BIRD ONLY) 25000 -$ -$ -$ Bare WIRE 6-1 BARE COPPER WIRE (Central Computer and ICSD / Hub Grounding) 500 -$ -$ -$ Maxi 12-2 Rain Bird Control Wire 12-2 BLUE MAXI 2500ft (2 rolls x 2,500' + 1 roll x 1,000' = 6,000') 6000 -$ -$ -$ Maxi 12-2 Rain Bird Control Wire 12-2 GREEN MAXI 2500ft (4 rolls x 2,500' + 1 roll x 1,000' = 11,000') 11000 -$ -$ -$ Maxi 12-2 Rain Bird Control Wire 12-2 ORANGE MAXI 2500ft (3 rolls x 2,500' + 1 roll x 1,000' = 8,500') 8500 -$ -$ -$

Toro Control Wire 14-2 UF 2500ft (2 rolls x 2,500' = 5,000') (TORO ONLY) Orange 5000 -$ -$ -$ Toro Control Wire 14-2 UF 2500ft (1 rolls x 2,500' = 2,500') (TORO ONLY) Red 2500 -$ -$ -$ Toro Control Wire 14-2 UF 2500ft (3 rolls x 2,500' = 7,500') (TORO ONLY) Blue 7500 -$ -$ -$ Toro Control Wire 14-2 UF 2500ft (2 rolls x 2,500' = 7,500') (TORO ONLY) Purple 7500 -$ -$ -$ Toro Control Wire 14-2 UF 2500ft (2 rolls x 2,500' = 7,500') (TORO ONLY) Green 7500 -$ -$ -$ Toro Control Wire 14-2 UF 2500ft (2 rolls x 2,500' = 5,000') (TORO ONLY) Brown 5000 -$ -$ -$

Maxi 14-2 Field Control Wire 14-2 MAXI or UF 2500ft YELLOW (38 rolls x 2,500' = 95,000') For Rain Bird and Toro Systems 95000 -$ -$ -$

TOTAL WIRE 146000 -$ -$

placeholder GATE & BALL VALVES header

8 Vendor PN ITEM Qty Unite Price Materials Labor 8564RT 6 RT Gate Valve, Flomatic 25 -$ -$ -$ 8565RT 8 RT Gate Valve, Flomatic 7 -$ -$ -$ NL0JE0C NIBCO T113-1.5" Gate Valve 1-1/2" Third, Cross Handle (150PESBIC ASSY.) 13 -$ -$ -$ NL0JE0D T113-2 Gate Valve 2" Third, Cross Handle (DRAIN VALVES) 10 -$ -$ -$ 8413062PR Lateral Isolation Valve, Full Port, Stainless Steel Body, SS Grip Ring- 3 x 6 Square Nut 33 -$ -$ -$ 8414062PR Lateral Isolation Valve, Full Port, Stainless Steel Body, SS Grip Ring- 4 x 6 Square Nut 88 -$ -$ -$ 65-317506 HARCO 65-317506 6" PJ Adapter Body DR 9 End DR 11 50 -$ -$ -$ 65-317508 HARCO 65-317508 8" PJ Adapter Body DR 9 End DR 11 14 -$ -$ -$ 65-077506 HARCO 65-077506 6" PJ Adapter Restraint Kit 25 -$ -$ -$ 65-077508 HARCO 65-077508 8" PJ Adapter Restraint Kit 7 -$ -$ -$

TOTAL GATE & BALL VALVES 342 -$ -$

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SWING JOINTS header 9 Vendor PN ITEM Qty Unite Price Materials Labor

G1PS-218 LASCO G1PS-218 1" X 18" SWING JOINT SADDLE X BRASS SNAP LOK (5NP QCV) 24 -$ -$ -$ G3PS-212 LASCO G3PS-212 1-1/2" SWING JOINT 2" SADDLE X BRASS SNAPLOK (150PESBIC ASSY) 11 -$ -$ -$ G3NS-212 LASCO G3NS-212 1-1/2" SWING JOINT 6" SADDLE X BRASS SNAPLOK (150PESBIC ASSY) 2 -$ -$ -$

September 12, 2023

TOTAL SWING JOINTS 37 -$ -$

September 12, 2023 placeholder HDPE FITTINGS header

10 Vendor PN ITEM Qty Unite Price Materials Labor 66-31100202 IPS Tee, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 2, DR= 11Body, 11End 118 -$ -$ -$ 66-31100303 IPS Tee, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 3, DR= 11Body, 11End 13 -$ -$ -$ 66-31100404 IPS Tee, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 4, DR= 11Body, 11End 76 -$ -$ -$ 66-31100606 IPS Tee, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 6, DR= 11Body, 11End 7 -$ -$ -$ 66-31100808 IPS Tee, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 8, DR= 11Body, 11End 4 -$ -$ -$ 66-31101010 IPS Tee, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 10, DR= 11Body, 11End 1 -$ -$ -$ 66-311902 IPS 90° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 2, DR= 11Body, 11End 75 -$ -$ -$ 66-311903 IPS 90° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 3, DR= 11Body, 11End 3 -$ -$ -$ 66-311904 IPS 90° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 4, DR= 11Body, 11End 69 -$ -$ -$ 66-311906 IPS 90° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 6, DR= 11Body, 11End 4 -$ -$ -$ 66-312202 IPS 45° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 2, DR= 11Body, 11End 13 -$ -$ -$ 66-312203 IPS 45° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 3, DR= 11Body, 11End 2 -$ -$ -$ 66-312204 IPS 45° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 4, DR= 11Body, 11End 6 -$ -$ -$ 66-312206 IPS 45° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 6, DR= 11Body, 11End 27 -$ -$ -$ 66-312208 IPS 45° Bend, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 8, DR= 11Body, 11End 8 -$ -$ -$ 66-31150302 IPS Reducer, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 3 x 2, DR= 11Body, 11End 45 -$ -$ -$ 66-31150402 IPS Reducer, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 4 x 2, DR= 11Body, 11End 159 -$ -$ -$ 66-31150403 IPS Reducer, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 4 x 3, DR= 11Body, 11End 1 -$ -$ -$ 66-31150604 IPS Reducer, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 6 x 4, DR= 11Body, 11End 1 -$ -$ -$ 66-31150806 IPS Reducer, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 8 x 6, DR= 11Body, 11End 8 -$ -$ -$ 66-31151008 IPS Reducer, Butt Fusion Molded; 4710/3608 HDPE; ASTM D3261 - 10 x 8, DR= 11Body, 11End 2 -$ -$ -$ 65-313202 IPS Brass Trans Fitting MNPT x Butt Fusion; 4710/3608 HDPE; Red Brass-2, DR= 11Body - Drain Valves 20 -$ -$ -$ 66-31240206 IPS x Female Acme Serv Fitting, 4710/3608 HDPE; ASTM F1055/D3261 - 2x1x1/2, DR= 11Body, BFxAcme ElbowEnd 202 -$ -$ -$ 70-5306S 70-5306S IPS Electrofusion Swivel Saddle- 6" (LIV ASSY) 95 -$ -$ -$ 70-5308S 70-5308S IPS Electrofusion Swivel Saddle- 8" (LIV ASSY) 26 -$ -$ -$ 70-540606S 70-540606S IPS Electrofusion Service Saddle- 6" x 1 ½" (150PESBIC ASSY) 2 -$ -$ -$ 70-540608S 70-540608S IPS Electrofusion Service Saddle- 6 x 2 (ARV ASSY) 7 -$ -$ -$ 70-540808S 70-540808S IPS Electrofusion Service Saddle- 8 x 2 (ARV ASSY) 3 -$ -$ -$

3" x 2" Side Wall Branch Saddle 26 -$ -$ -$ 4" x 2" Side Wall Branch Saddle 132 -$ -$ -$

10" HDPE PIPE CONNECTION TO PUMP STATION DISCHARGE 1 -$ -$ -$

TOTAL HDPE FITTINGS 2386 -$ -$

placeholder MJ FITTINGS header

11 Vendor PN ITEM Qty Unite Price Materials Labor MJSL10 10 MJ SOLID SLEEVE LONG Connection at pump station 1 -$ -$ -$ MJGPT10 10" TRANS GLND PACK - COMP - MJ GLND, MJ TRANS GASK & T-HEAD BOLTS & NUTS Connection at pump station 2 -$ -$ -$

TOTAL MJ FITTINGS & ACCESSORIES 2 -$ -$

September 12, 2023

PVC Sch40/80 FITTINGS header 12 Vendor PN ITEM Qty Unite Price Materials Labor

215-030 215-030 SCH80 1-1/2" X 3" TBE NIP S80 (150PESBIC VALVE ASSY) 26 -$ -$ -$

220-030 220-030 SCH80 2" X 3" TBE NIP S80 (ARV ASSY) 30 -$ -$ -$

220-080 220-080 SCH80 2" X 8" TBE NIP MCH (ARV ASSY) 10 -$ -$ -$

220-120 220-120 SCH80 2" X 12" TBE NIP MCH (ARV ASSY) 10 -$ -$ -$

808-020 808-020 Sch80 2" ELL-90 T X T (ARV ASSY) 20 -$ -$ -$ 364-251 LASCO 364-251 2" X 1-1/2" TAPT SADDLE (1,067 952s + 24 QCV + 9 PESBIC) 1110 -$ -$ -$ 364-337 LASCO 364-337 3" X 1-1/2" TAPT SADDLE (3 952s + 2 PESBIC = 5) 5 -$ -$ -$ 364-419 LASCO 364-419 4" X 1-1/2" TAPT SADDLE (16 952s) 16 -$ -$ -$

TOTAL PVC SCH40/80 FITTINGS 1217 -$ -$

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ELECTRICAL ACCESSORIES header 13 Vendor PN ITEM Qty Unite Price Materials Labor

GRPL4X96 Cu Plate & 25' of #6 Wir;4"x96"x.060 Copper Grounding Plate (Central) 1 -$ -$ -$ GRPL4X36 Cu Plate &…