C006430 ITB.pdf

Invitation to Bid (with Best and Final Offer)

Issue Date:

Title:

Bid #:

Bids Due:

October 4, 2023

Rapid Infiltration Basins (RIBS) Renovation for Fiscal Years 2024, 2025, C006430

October 24, 2023 by 2:00 P.M. EST.

Submit Bids To: Central Florida Tourism Oversight District

Attn: Andrea Osinski, Senior Procurement Analyst bids@rcid.org

(689) 254-4346

SECTION 1. GENERAL INFORMATION

1.1 Central Florida Tourism Oversight District (“CFTOD”, “Owner”, or “District”) is issuing this solicitation for its

Utility Department, also known as “RCES” or “Utilities”.

1.2 CFTOD requests qualified companies submit your bid and qualifications for consideration in the selection for the Rapid Infiltration Basins (“RIBS”) Renovation for Fiscal Years 2024, 2025, 2026.

1.3 All dates and information contained herein may be extended, changed, or updated within the listing by addendum issued by CFTOD.

SECTION 2. TIME SCHEDULE

2.1 The District will attempt to use the following time schedule which will result in the award of a contract.

DESCRIPTION DATE

MANDATORY Site Visit at 9:30 a.m. at RCES Water Recovery Resource Facility - Invitation to Follow October 17, 2023

All Written Questions and Inquiries are due on or before 5:00 p.m. October 20, 2023

Bid Packages due by or before 2:00 p.m. October 24, 2023

Bid Evaluation/ Final Negotiations October 25, 2023

Final Bid Award Announced, on or around November 15, 2023 NOTE: These dates are estimated only and are subject to change.

SECTION 3. INSTRUCTIONS TO BIDDERS

3.1 Meeting location for the Mandatory Site Visit is at the following address:

Water Recovery Resource Facility

2151 S. Service Lane mailto:bids@rcid.org

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Bay Lake, FL 32830

3.2 All bids must be electronically submitted on or before 2:00 p.m., on the listing end date/bid close date to email address:

bids@rcid.org for consideration.

3.3 Bids may not be submitted by any other means other than as described in Section 3.2. CFTOD will not accept bids sent by U.S. Mail, private couriers or fax.

3.4 Any bids received after the stated time and date will not be considered.

3.5 Bids not conforming to the instructions will be subject to disqualification at the sole option of the District.

SECTION 4. INQUIRIES

4.1 All questions must be submitted electronically via email to Andrea Osinski at aosinski@rcid.org. Responses will returned electronically, and provided to all bidders. In the Subject Line of the email, clearly indicate the following:

C006430 RAPID INFILTRATION BASINS (RIBS) RENOVATION FOR FISCAL YEARS 2024, 2025,

2026.

4.2 If necessary, an addendum will be emailed to all bidders.

4.3 It is our normal policy in most cases that no addendum will be issued later than three (3) calendar days prior to the date for receipt of bids, except an addendum withdrawing the solicitation or one which includes postponement of the date for receipt of bids.

4.4 No verbal or written information which is obtained other than by information in this document, or by addendum, will be binding on the District.

SECTION 5. QUALIFICATION OF BIDDERS

5.1 Bidders shall provide a reference list of at least two (2) clients where rehabilitation of rapid infiltration basins have been provided in a similar capacity. It is at CFTOD’s discretion to determine if a Bidder is qualified based upon the submitted references. See EXHIBIT E – Client Reference List.

SECTION 6. LOBBYING/BIDDER CONTACT/ANTI-COLLUSION

6.1 BIDDERS ARE HEREBY ADVISED THAT CONTACT IS NOT PERMITTED WITH ANY CFTOD

PERSONNEL OR BOARD MEMBER DURING THE BID PERIOD RELATED TO OR INVOLVED WITH THIS

REQUEST. BIDDERS ARE RESTRICTED FROM DISCUSSING THEIR SUBMITTALS AND THIS

SOLICITATION WITH COMPETING FIRMS UNDER THIS SOLICITATION. ALL ORAL OR WRITTEN

INQUIRIES MUST BE DIRECTED THROUGH THE ASSIGNED PROCUREMENT PERSONNEL.

6.2 Any bidder or any individuals that lobby on behalf of the bidder or interact with other bidders during the time specified will result in rejection/ disqualification of their bid under said solicitation.

6.3 Bidders shall not divulge, discuss, or compare this solicitation with any other bidder or collude with any other bidder in the preparation of their bid in order to gain an unfair advantage in the award of this contract. By submitting a bid, Bidder acknowledges all information contained herein is part of the public domain as defined in the Public Records Act, Chapter 119, F.S.

SECTION 7. MODIFICATION OR WITHDRAWAL OF BID

7.1 A Bid may not be modified, withdrawn, or cancelled by the Bidder for ninety (90) days following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting its Bid. Prior to the date and time of receipt of Bids, a Bidder may withdraw its Bid and resubmit at any time before the date and time stipulated for receipt of Bids. The Bid Guarantee shall be in an amount sufficient for the Bid as modified or submitted.

mailto:bids@rcid.org mailto:aosinski@rcid.org

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SECTION 8. AWARD

8.1 CFTOD reserves the right to accept or reject any or all bids.

8.2 CFTOD reserves the right to waive any irregularities and technicalities and may, at its sole discretion, request clarification or other information to evaluate any or all bids.

8.3 CFTOD will negotiate an agreement with the awarded bidder. If an agreement cannot be reached with the selected bidder, CFTOD reserves the right to negotiate with the next bidder (or subsequent bidder) until an agreement is reached.

8.4 Basis of award is the lowest, responsive bidder for the total of items.

SECTION 9. BOND REQUIREMENTS

9.1 Bid Bond: Bid security equal to five percent (5%) of the total bid amount must accompany each bid as part of the submittal package. The original document will be maintained by the Bidder unless requested to be produced by CFTOD. A cashier's check drawn on any State or National Bank in Florida may be submitted in lieu of a bid bond in an amount of five percent (5%) of the amount of the Bid. Bid bond can be on the standard form provided by your surety.

9.2 Performance and Payment Bond: The successful Bidder must submit a recorded, Public Construction Bond in conformance with Florida Statute 255.05 for the highest yearly total.

9.3 Surety Ratings and Agents: The surety shall be rated an A- or higher by the Best’s Key Rating Guide. All surety companies are subject to review and approval by the Owner and may be rejected without cause. Agents of surety companies must list their name, address, and telephone number on all bonds.

SECTION 10. DRAWINGS AND SPECIFICATIONS RELATED TO THIS PROJECT

10.1 Drawings – See Exhibit A - Scope of Services, Attachments 1 and 2.

10.2 Specifications – See Exhibit C - RCES Electrical Specifications Rev. 4 09/09/2022.

SECTION 11. DELAY DAMAGES SUBJECT TO THIS PROJECT

The Owner may incur financial loss if the Work is not substantially and finally complete by the dates set forth in the Project Manual. The Contractor (and its Surety) shall be liable for damages in accordance with the applicable provisions of the Project Manual.

Liquidated damages: Not applicable to this project

SECTION 12. REQUIRED CLAUSES

12.1 MATERIALS. All materials submitted in response to this solicitation shall become the property of CFTOD.

12.2 COST INCURRED IN RESPONDING. All costs directly or indirectly related to bid preparation, representation or clarification shall be the sole responsibility of and be borne by the proposer.

12.3 PUBLIC ENTITY CRIMES. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a consultant, supplier, sub-consultant, or consultant under a contract with any public entity; and may not transact business any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO($35,000) for a period of 36 months following the date of being placed on the convicted vendor list.

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12.4 E-VERIFY. The Proposer shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Proposer during the term of the contract and shall expressly require any sub-consultants performing work or providing services pursuant to the state contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the sub-consultant during the contract term.

12.5 FLORIDA STATUTE 287.05701. Pursuant to Florida Law, the District may not request documentation of or consider a vendor’s social, political, or ideological interests when determining if the vendor is a responsible vendor, or give preference to a vendor based on the vendor’s social, political, or ideological interests.

12.6 INTELLECTUAL PROPERTY RIGHTS. The proposer will indemnify and hold harmless, CFTOD from liability of any nature or kind, including costs and expenses for or on account of any copyrighted, service marked, trademarked, patented or un-patented invention, process, article or work manufactured or used in the performance of the contract, including its use by CFTOD. If the proposer uses any design, device, materials or works covered by letters, service mark, trademark, patent, copyright, or any other intellectual property right, it is mutually agreed and understood without exception that the proposal prices will include all royalties of costs arising from the use of such design, device, or materials in any way involved in the work. This article will survive the termination of any contract with CFTOD.

12.7 SUBCONTRACTS. Nothing contained in this specification will be construed as establishing any contractual relationship between any sub-contractor and CFTOD.

A. The proposer will be fully responsible to CFTOD for the acts and omissions of the sub-contractor and their employees.

B. After award of the contract, any changes in sub-consultants requires prior CFTOD written approval.

12.8 AGREEMENT. A contract will be drafted after award for any work to be performed as a result of this solicitation.

This solicitation, the submitted proposal, all attachments, and any addendum released, and the corresponding contract will constitute the complete agreement between the proposer and Reedy Creek Improvement District. Should there be any conflict between the terms of this solicitation, the submitted proposal, and the terms of the agreement (Contract), the terms of the Contract shall be final and binding. The solicitation shall control where in conflict with the submitted proposal.

12.9 DISTRICT INSURANCE REQUIREMENTS.

A. The Contractor/Consultant shall at its expense procure and maintain during the life of this Contract and for two

(2) years thereafter (and shall require the same from its Subcontractors and Sub-subcontractors) the following types and minimum amounts of insurance:

i. Commercial General Liability Insurance including liability assumed under written contract, bodily injury, property damage, personal and advertising injury, and products/completed operations liability written on an occurrence basis with minimum combined single limits for bodily injury and property damage of $1,000,000 per occurrence;

ii. Automobile Liability coverage for all owned, non-owned and hired vehicles written on an occurrence basis, with minimum combined single limits of $1,000,000 per occurrence;

iii. Workers’ Compensation Insurance providing statutory benefits and Employer’s Liability Insurance with minimum limits of $1,000,000 per occurrence;

iv. Umbrella Liability on a follow-form basis providing coverage excess of the underlying policies required by i., ii, and iii. above in an amount of at least $1,000,000 per occurrence; and

Contractor is not required to commercially insure its owned, rented or borrowed machinery, tools, equipment, office trailers, vehicles, and other property but agrees that Owner is not responsible for and Contractor holds Owner harmless for loss, damage or theft of such items.

A. All insurance required under this Article shall be with companies and on forms authorized to issue insurance in

Florida and with an insurer financial strength rating from AM Best of no less than A- or an equivalent rating from a similar, recognized ratings agency unless such requirements are waived, in writing, by the Owner’s Risk Manager. Certificates of insurance (or copies of policies, if required by the Owner) shall be furnished to the

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Owner.

B. CANCELLATION. All such insurance required by this Article shall provide that the coverage thereunder may not be reduced or canceled unless thirty (30) days unrestricted prior written notice thereof is furnished to Contractor, who agrees to promptly relay any such notice received to Owner.

C. ADDITIONAL INSUREDS. Each liability policy required herein (except Workers’ Compensation or Professional Liability) shall schedule as Additional Insureds, on a primary and non-contributory basis, the Owner and its affiliated entities and their supervisors, officers, employees, agents and assigns.

D. WAIVERS. The Contractor hereby waives, and will require its Subcontractors and Sub- subcontractors to waive and to require its and their insurers to waive their rights of recovery or subrogation against the Owner and its affiliated entities, supervisors, officers, employees, agents and assigns.

E. CLAIMS. The Contractor and its Subcontractors and Sub-subcontractors shall assist and cooperate in every manner possible in connection with the adjustment of all claims arising out of the operations conducted under or in connection with the Work and shall cooperate with the insurance carrier or carriers of the Owner and of the Contractor, its Subcontractors and Sub-subcontractors in all litigated claims and demands which arise out of said operations and which the said insurance carrier or carriers are called upon to adjust or resist.

SECTION 13. EXHIBITS

EXHIBIT A – Scope of Service (A-1 through A-9)

ATTACHMENT 1 – Aerial Maps (Exhibit A – Attachment 1-1 through Exhibit A – Attachment 1-10)

ATTACHMENT 2 – As Builts (Exhibit A – Attachment 2-1 through Exhibit A-Attachment 2-5)

EXHIBIT B – Bid Pricing Form*

EXHIBIT C – Utilities Specifications (Reference) (C-1 through C-664)

EXHIBIT D – Bid Submittal Affidavit* (D-1 through D-2)

EXHIBIT E – Client References List*

EXHIBIT F – Sample Contract (F-1 through F-85)

*Submit with Bid

ITB # C006430

Exhibit A - Scope of Services ITB No.: C006430 Project: Rapid Infiltration Basins (RIBS) Renovation for Fiscal Years 2024, 2025, 2026

SECTION 1. SUMMARY OF WORK

SECTION 01110

SUMMARY OF WORK

PART 1 - GENERAL

1.1.1 The RIB Rehabilitation Project construction scope of work includes the rehabilitation of deteriorated RIBs over a three (3) year period as described below:

FY 2024: Cells 32, 33, 34, 35 FY 2025: Cells 14, 15, 16, 17 FY 2026: Cells 18, 59, 55, 56

Rehabilitation consists of removal and disposal of the existing 45 mil Hypalon liners, along with supplying and installing new 60 mil HDPE liners including earthwork and grading. The work includes excavation and backfilling of anchor trenches as well as supplying and installing new batten bars where necessary. Concrete work, as needed to complete the work, is included as an allowance amount. The work also includes earthwork inside the RIB cells and on the berms including the sodding of all berm tops and exterior slopes.

1.2 Detailed Scope of Work

1.2.1 Mobilization and General Conditions:

1.2.1.1 The Contractor shall provide a minimum dedicated full time staff for the duration of the Contract Time including, but not limited to the following staff positions:

• Dedicated project manager/client contact.

• Full time dedicated construction superintendent.

1.2.2 Permitting:

1.2.2.1 The Contractor shall be responsible for obtaining all permits related to the project, except for gopher relocation permits. The Owner will be responsible for handling the gopher relocation permits.

1.2.2.2 The Contractor shall be responsible for obtaining the site/civil permit from CFTOD Planning & Engineering.

1.2.3 Lay Down Yard/Employee Parking Construction:

1.2.3.1 The designated lay down yard and employee parking area is anticipated to be in the vicinity of the Project Site.

1.2.4 Erosion and Sedimentation Control:

1.2.4.1 The Contractor shall design, furnish, install and maintain, at its expense, all necessary erosion control and wetland protection systems, A-1 such as silt fences, temporary retention basins, silt screens, synthetic hay bales, floating turbidity barriers, inlet protection systems, filter fabric, sandbags, sheet piling or other approved devices required to prevent erosion and to protect the storm water systems and receiving waters. The Contractor shall be responsible for repairing and/or replacing any and all damage to the erosion protection devices. The Contractor shall maintain all erosion control systems until the Owner certifies that the punch list is complete.

1.2.5 Survey and Lay-Out:

1.2.5.1 The Contractor shall perform all survey and lay out as required to complete the work within the specified tolerances to return RIB cells to original as-built conditions/geometry/sizes.

1.2.6 Utilities:

1.2.6.1 The Contractor is to coordinate all utility construction efforts with the utility owners - Reedy Creek Energy Services (RCES) requires coordination for inspections of their new and existing utilities. RCES will also require 72 hour notice and planning when working around their existing utilities. Other utility owners may include Smart City Telecom (data and communications fiber optic and wire), CFTOD (traffic fiber optic), and WDW Telecom (Disney fiber optic).

1.2.6.2 The Contractor shall identify and protect all existing utilities within the limits of the work.

1.2.6.3 Temporary Supports for existing Utilities: The Contractor shall provide all necessary temporary supports required to protect any and all existing utilities prior to commencing Work. Any damage to existing in-service utilities during construction will be repaired at the Contractor’s expense. Temporary supports shall be reviewed by representatives of RCES or appropriate utility company prior to installation by the Contractor.

1.2.6.4 The Contractor shall strictly adhere to utility notice and excavation permit provisions. The RCES Utility Locate Office will locate primary utility services. It will not locate secondary services. Secondary services include roadway lighting systems, irrigation systems, and electrical power systems for the existing lift station. All such services shall be maintained and/or relocated without interruption to existing services. The Contractor shall hire a private utility locate service to identify and locate all secondary utilities within the limits of the Work.

(Refer to Allowance No. 1).

1.2.6.5 Locating services provided by the RCES Locating Services Office, Sunshine 811 and by any private secondary locating technician are confined to surface markings and flagging only. The Contractor shall hand dig and soft dig as required to determine the depths of all utilities.

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All such hand digging and soft digging shall be included in the Lump

Sum Contract amount.

PART 2 – GENERAL INSTRUCTIONS & STANDARDS FOR THE CONSTRUCTION WORK

2.1 General Requirements

2.1.1 The Contractor shall provide all services and necessary items of expense, including but not limited to, labor, material, trucking, transportation, equipment, hoisting, scaffolding, power, supervision, appliances, layout and all other services and items of expense required for the complete performance of all Work in accordance with the Contract Documents.

2.2 Coordination

2.2.1 The Contractor shall coordinate with the Owner’s representative for sequencing and scheduling of work.

2.3 Worker Conduct and Clothing

2.3.1 The Contractor is responsible at all times for the proper conduct of its personnel and that of its subcontractors and suppliers. The Contractor shall restrict its personnel to the job site and immediate vicinity thereof and shall endeavor to prevent discordant relationships between its personnel and that of any adjacent property owner or resident.

2.3.2 The Contractor shall ensure its personnel are properly dressed with O.S.H.A. approved clothing and safety gear, including but not limited to, hard hats, work shoes, shirts and long pants, as appropriate for the performance of the Work. Shorts, sleeveless shirts (tank tops) or clothing bearing offensive marks or wording are not permitted to be worn on the job site. The Owner’s Representative shall solely determine whether any such clothing is or is not permissible.

2.4 Surface Water Management and Environmental Controls

2.4.1 The Contractor shall provide and maintain all necessary erosion control in accordance with paragraph 1.3.4 above, the plans, and Specification Section 01560, entitled Erosion and Sedimentation Control, contained herein.

2.5 Permits and Permit Fees

2.5.1 All Permits required for any part of the Contractor’s Work (except those permits obtained directly by the Owner, as further enumerated below) shall be procured and paid for by the Contractor. This shall apply also to those permits required to be obtained by the Contractor in the name of the Owner or its Owner’s Representative for the Owner’s or Owner’s Representative’s own temporary construction office facilities, if any. The costs for the required permits (except those permits obtained directly by the Owner or the Owner’s Representative) are included in the Contract Sum. Before applying for any permit, the Contractor shall present a draft application to the Owner’s Representative for review.

2.5.2 The Contractor shall submit to the Owner’s Representative a copy of ALL permits required to be obtained by this Contractor, which are required for the performance of this Work.

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2.6 Job Site Cleanliness, Construction Operations Upon and Affecting the Use of the Project Site

2.6.1 Refer to Specification Section 01710 – Cleaning, contained herein, for specifications governing cleaning and job site cleanliness.

2.6.2 The Contractor shall cause no dirt or debris to be deposited on any public or private roadways and must clean up same in an expeditious manner if such dirt or debris occurs due to this Contractor's operation. If the Contractor fails to perform, clean-up will be performed by others and all costs for same will be deducted from monies due or owing the Contractor.

2.6.3 The Contractor shall clean the tires of all vehicles as they exit the job site and enter onto the public roadway or private driveways. The Contractor shall provide rotary power broom equipment on site for daily sweeping as needed and as requested by the Owner’s Representative.

2.6.4 Material deliveries shall generally be made during normal working hours. Where special deliveries must be made at other times Contractor shall request approval of same. If such request is approved Contractor shall arrange for the proper labor force to receive and unload materials promptly.

2.6.5 The Contractor shall be responsible to consolidate and secure all equipment and materials at the job site. The Owner will not provide any security for material and equipment stored on site for contractors working at the Project site.

2.6.6 On site storage of fuel will not be permitted without prior written approval of the Owner and approval from all appropriate local, state, and federal agencies having jurisdiction.

2.6.7 Any and all damage to property resulting directly or indirectly by the Contractor's operations, or those of its subcontractors, shall be repaired or replaced by the Contractor at no additional cost to the Owner and to the satisfaction of Owner's Representative.

2.6.8 Daily clean-up of the construction areas will be strictly enforced. Excess materials or accumulation of debris shall not encumber the site.

2.6.9 If, in the judgment of the Owner’s Representative, the construction area is deemed to be unclean and/or encumbered by the accumulation of excess materials; and, in the event the Contractor fails to correct the situation, the Owner reserves the right to take any action it deems necessary to correct the situation and shall back charge the Contractor for the full cost of the corrective action.

2.6.10 All construction activities that may have any effect on any adjacent landowner’s operating systems or facilities must first have the final approval of the Owner’s Representative before they are initiated. The activity description, schedule time and duration, and areas affected must be submitted to the Owner at least 72 hours in advance to obtain this approval.

2.6.11 Cranes and draglines shall be boomed down at the end of each workday and during periods of inactivity during the workday.

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2.6.12 Any maintenance to construction equipment on-site, which may be considered by the Owner’s Representative to have the potential to contaminate the existing earth, will not be permitted.

2.6.13 Maintenance and dust abatement of all areas of Work provided by the Contractor shall be performed in a manner acceptable to the Owner.

2.6.14 The Contractor will be responsible for safely barricading open excavations that may present hazards.

2.7 Notification to Utility Companies and Excavation Permit

2.7.1 Utility Locate Tickets:

2.7.1.1 In accordance with Florida “Underground Damage Prevention and Safety Act” (Chapter 556, Florida Statutes) as administered by Sunshine 811 of Florida.

Any entity or individual responsible for any project involving excavating, grading, penetration, or disturbance of the earth’s surface, inclusive of jack and boring, pile-driving, directional drilling, trenching and pipe bursting, within the District shall not commence such work within the District until that entity/individual has submitted a Locate Ticket request to Sunshine 811 and received clearance from the affected utilities. Refer to 32Thttp://www.sunshine811.com/32T.

2.7.2 DO NOT BEGIN EXCAVATION until you have:

2.7.2.1 Received and reviewed the RCES Utility Locate Office ticket and notes for utility presence, conflicts, or special conditions AND

2.7.2.2 Been notified by Sunshine 811 that all public utility locators (RCES/CFTOD, Smart City, TECO/Peoples Gas, Duke Energy, Orange County Utilities, Spectrum, etc.) have responded to the locate request. This is automatically sent to you if you provide an e-mail address during the locate ticket request process. Or you can access them manually by calling 800.850.8257 or using the internet at the web address noted above.

2.7.3 NOTE: RCES is ONLY RESPONSIBLE for locating the utilities owned by CFTOD and for notifying specific WDW organizations that have underground facilities within CFTOD (WDW Irrigation, WDW Telecom, and WDW Video Technology). RCES is not responsible for location of “secondary” facilities – those lines (electric, water, sewer, etc.)

that are on the customer side of the meter or any other similar lines on the customer’s property. The Locate Ticket you will get from RCES will specifically indicate that the excavator must also contact the property owner / customer to obtain information on those secondary lines. The customer may require that the excavator locate such lines.

2.7.4 During Excavation:

2.7.4.1 Protect exposed underground facilities.

2.7.4.2 Keep the locator marks visible throughout the excavation period or request a reissue of the locate.

A-5 http://www.sunshine811.com/

2.7.4.3 STOP EXCAVATION if an underground facility is contacted (even if there is no noticeable damage) or if you expose any warning tape or red concrete and contact the facility owner directly.

2.7.4.4 Understand tolerance zones. Locate marks show the approximate location of underground facilities. The lines can actually be locate anywhere within the tolerance zone. Proceed cautiously when digging within 24 inches on either side of the locate marks when using any mechanized equipment within the tolerance zone, supervision is necessary.

2.7.4.5 Keep a copy of the RCES Locate Ticket and the Sunshine 811 Positive

Response at the specific area of work.

2.7.4.6 Issuance of a utility locate ticket does not relieve the excavator of the responsibility of exercising due caution for unknown or miss-allocated underground utilities.

2.7.4.6.1 The Utility Locate Ticket shall not be construed as a building permit.

2.7.4.6.2 When a utility requests an area to be “HAND-DUG” it means

HAND DIG ONLY.

2.7.4.7 The Owner reserves the right to stop excavation at any time for the following reasons:

2.7.4.7.1 The Utility Locate Ticket is not present at the work site.

2.7.4.7.2 The excavation is not in compliance with WDW, RCES, or CFTOD rules and regulations.

2.7.4.7.3 The excavation is endangering personnel, equipment, or existing utilities.

2.7.4.7.4 No restitution will be made for work stoppage for violations of the above-mentioned causes.

2.8 Safety Requirements

2.8.1 The Contractor shall submit a certificate to show proof of inspection of all hoisting machinery, including serial number, date of certification, and expiration date, prior to its use. The certificate shall be displayed on the subject equipment signed by a competent person or by a government or private agency recognized by the Department of Labor. The Contractor shall maintain records and dates of the results of inspections for each hoisting machine and piece of equipment.

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2.8.2 Contractor shall provide a Site-Specific Safety Plan and obtain approval by the Owner prior to commencing work.

2.8.3 Contractor shall provide a Severe Weather Preparedness plan and obtain approval prior to commencing work. The Severe Weather Preparedness plan will follow the guidelines of CFTOD’s “Required Storm Preparation Procedures”, dated June 2017. The costs incurred as a result of the implementation of this plan on this contract will be the responsibility of the Contractor.

2.8.4 Contractor is required to start all meetings or briefings with a “Safety minute or thought of the day”.

PART 3 – SPECIAL INSTRUCTIONS

3.1 Work Hours

3.1.1 Normal hours of work shall be between 7:00 AM and 4:00 PM Monday through Friday.

All work requiring a temporary lane closure may need to be performed between 11:00 PM and 7:00 AM Sunday through Thursday.

3.1.2 Contractor shall obtain approval from the Owner’s Representative at least 72 hours prior to scheduling any work to be performed during hours other than the normal (7:00 am to 4:00 pm) work hours or on Saturdays, Sundays, or legal holidays.

3.1.3 The Contractor shall pay for the cost of all standby trades or premiums for work on Saturdays, Sundays, and Holidays when the schedule or job site conditions require such work.

3.2 Material and Equipment Storage Limitations

3.2.1 Limited storage space will be available at the job site and on-site storage will be subject to approval of the Owner’s Representative. All stored material must be neatly organized and stacked, subject to advance approval by the Owner’s Representative. The Contractor shall create an engineered plan for review by the Owner that demonstrates how it will safely access the work zone and storage areas and how it will egress from the work zone and storage areas. The designated lay down yard and employee parking area is anticipated to be in the vicinity of the Project Site.

3.2.2 The Contractor shall supply materials to the Job Site on a just in time delivery strategy in order to minimize storage of materials on site.

3.2.3 The Contractor shall relocate stored materials or equipment at its expense when directed by the Owner’s Representative.

3.2.4 The Contractor shall cooperate and coordinate with the Owner’s Representative and all other Separate Contractors regarding the placement and storage of materials and equipment in order not to encumber the areas prior to and during the performance of the Work.

3.2.5 The Contractor shall be solely responsible for the securing and safekeeping of all of its on-site materials, tools and equipment.

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3.2.6 Material deliveries shall be made during normal working hours unless otherwise arranged with the Owner’s Representative. Where special deliveries must be made at other times, the Contractor shall arrange for labor forces to receive and unload as promptly as possible.

3.2.7 The Contractor shall not store fuel on site.

PART 4 – CLARIFICATIONS

4.1 The work hereunder is not subject to, nor governed by, union and/or trade agreements.

ATTACHMENTS:

ATTACHMENT 1 – AERIAL MAPS (10 PAGES)

ATTACHMENT 2 – AS BUILTS (5 PAGES)

END OF SECTION 01111

SECTION 2. SCOPE OF SERVICES OVERVIEW

2.1 The Scope of Work for the RIB Rehabilitation Project is described herein. Specific elements of the Scope of

Work are generally summarized below, but this Summary of the Work is not intended to be complete descriptions of the Work. Any quantities or measurements, if included in the summaries, are approximate and are not to be used in estimating the Work.

2.2 It is the intent of the Owner that the Contractor will perform all of the Work of any kind and nature shown on the drawings and/or described in the specifications, which is within the Contractor's Scope of Work unless specifically excluded or indicated as Owner-furnished and/or installed. Any Work not specifically indicated on the drawings and/or described in the specifications but required to fulfill the intent of a "complete job" for the Contractor's Scope of Work will be considered to be included in the Contract.

SECTION 3. PROJECT MILESTONE SCHEDULE

3.1 Owner will attempt to use the following time schedule, which will result in the final completion of the above summary of work.

NOTE: These dates are estimated dates only and are subject to change.

Milestone Start Date Completion Date

Year 1 Shop Drawings Complete NTP NTP +30 days

Year 1 Demolition Complete Shop Drawing Approval

NTP +30 days

Year 1 Rehabilitation Complete – Substantial Completion

Shop Drawing Approval

NTP +60 days

Year 1 Rehabilitation Complete – Final Completion

Shop Drawing Approval

NTP +90 days

Year 2 Shop Drawings Complete NTP NTP +30 days

A-8

Year 2 Demolition Complete Shop Drawing Approval

NTP +30 days

Year 2 Rehabilitation Complete – Substantial Completion

Shop Drawing Approval

NTP +60 days

Year 2 Rehabilitation Complete – Final Completion

Shop Drawing Approval

NTP +90 days

Year 3 Shop Drawings Complete NTP NTP +30 days

Year 3 Demolition Complete Shop Drawing Approval

NTP +30 days

Year 3 Rehabilitation Complete – Substantial Completion

Shop Drawing Approval

NTP +60 days

Year 3 Rehabilitation Complete – Final Completion

Shop Drawing Approval

NTP +90 days

A-9

RAPID INFILTRATION BASINS (RIBS) RENOVATION FOR FISCAL

YEARS 2024, 2025, 2026

The scope of work includes rehabilitation of four (4) RIB cells per year as identified below:

• FY 2024: Cells 32, 33, 34, 35

• FY 2025: Cells 14, 15, 16, 17

• FY 2026: Cells 18, 59, 55, 56

*The RIB cluster images below are color indicated and are as follows:

-Green indicates a RIB has been rehabbed and work around that area needs to be taken into consideration not to damage new liners.

-Red indicates RIB to be rehabbed that fiscal year.

-Black indicates no work has been done.

EXHIBIT A ATTACHMENT 1 - 1

Fiscal year 2024 RIBS 32-47 cluster

Shown is cluster 32-47 of the Rapid Infiltration Basins

A. Highlighted in RED is RIBs #32, 33, 34 and 35.

B. This cluster is located on the west side of State Road 429 and can be accessed via a dirt road located between RIB cells 33 and 34 off Flamingo Crossings Blvd.

Pages 3 &4 show a closeup view of the RIB’s 32, 33, 34 and 35.

EXHIBIT A ATTACHMENT 1 - 2

RIBS 32 and 33

EXHIBIT A ATTACHMENT 1 - 3

RIBS 34 and 35

EXHIBIT A ATTACHMENT 1 - 4

Fiscal year 2025 RIBS 1-18 cluster

Shown is cluster 1-18 of the Rapid Infiltration Basins

A. Highlighted in RED is RIBs #14, 15, 16 and 17.

B. This cluster is located on the east side of State Road 429 and can be accessed through two gates, one at the north side in between RIB cells 1 and 2, or the south gate next to RIB cell 11.

Pages 6 & 7 show a closeup view of the RIB’s 14, 15, 16 and 17.

EXHIBIT A ATTACHMENT 1 - 5

RIBs 14 and 15

EXHIBIT A ATTACHMENT 1 - 6

RIBs 16 and 17

Images shown are from RCID ARC GIS

EXHIBIT A ATTACHMENT 1 - 7

Fiscal year 2026 RIBS 59-72 cluster

Shown is cluster 59-72 of the Rapid Infiltration Basins

A. Highlighted in RED is RIBs #59, 55, 56 and 18.

B. This cluster is located on the east side of State Road 429 and can be accessed via a dirt road located just east of RIB cell 59.

C. The fourth RIB to be rehabbed for this fiscal year is located in RIB cluster 1-18 and can be accessed through two gates, one at the north side in between RIB cells 1 and 2, or the south gate next to RIB cell 11.

Pages 9 &10 will show a closeup view of the RIB’s 59, 55, 56 and 18.

EXHIBIT A ATTACHMENT 1 - 8

RIBs 59 and 18

EXHIBIT A ATTACHMENT 1 - 9

RIBs 55 and 56

EXHIBIT A ATTACHMENT 1 - 10

C006430 EXHIBIT A SCOPE OF SERVICES - ATTACHMENT 2

As-Builts

EXHIBIT A - ATTACHMENT 2-1

EXHIBIT A - ATTACHMENT 2-2

EXHIBIT A - ATTACHMENT 2-3

EXHIBIT A - ATTACHMENT 2-4

EXHIBIT A - ATTACHMENT 2-5

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EXHIBIT C - UTILTIES SPECIFICATIONS

C-1

Reedy Creek Energy Services Electrical Construction Specifications

Revision Sheet

ECS Revision Number: 4 Revision Date: 09-09-2022

Division Section Comment/Revision 1 All Replaced with Updated Specifications 13 13500 Added for Contemporary Chiller PLC Replacement 13 13510 Added for Contemporary Chiller PLC Replacement 16 16120 Replaced with Updated Specification 16 16150 Replaced with Updated Specification

ECS Revision Number: 3 Revision Date: 08-27-10

Section Item # Comment/Revision 16210 1.A. Updated for use with all in-line meters 16210 1.A.1.a Added to Section 16210 16270 1.B. Removed reference to TPS-2 and TPS-3 16270 1.C. Removed reference to TPS-5 Detail E602 Changed for use with all in-line meters

ECS Revision Number: 2 Revision Date: 06-04-10

Section Item # Comment/Revision 16710 2.D Updated manufacturer and catalog number for Terminating Panels.

Detail E501 Changed number of parking stands required for 3∅ transformers from 6 to 3

ECS Revision Number: 1 Revision Date: 03-02-10

Section Item # Comment/Revision 16060 3.I.4.e Added Item e. to manhole grounding Detail C306 Add fiber optic cable rack detail drawing reference Detail E104 Add #4/0 bare copper ground callout

C-2

Electrical Construction Specifications

Change/Correction Request

Instructions:

• Fill out one form for each change or correction that is to be submitted for consideration.

• Fill out the form completely. Forms submitted with incomplete information may not be considered.

• Requests will be considered by Reedy Creek Energy Services.

Date: ____________

Requester: _____________________________________________________________

Company: _____________________________________________________________

Phone: _____________________________ Fax: ________________________

Email: ________________________________________________________________

Specify where item is located:

Tab Label (check only one):

Detailed Table of Contents Division 13 Special Construction Division 1 General Requirements Division 16 Electrical Division 2 Site Construction Details Division 3 Concrete Appendix Division 5 Metals Index

Section Number: ________________ Page/Detail Number: ________________

Letter and/or Number of item to be considered: ______________

Comments on Change/Correction _______________________________________________

Submit form to:

Electrical Engineering Department PO Box 10,000 Lake Buena Vista, FL 32830-1000

For RCES Use Only: Date: _________

Accept Reject Change Complete

Notes: _________________________________

C-3

9/9/2022

01019 Owner Purchased Products

01050 Field Engineering

01110 Summary of Work

01111 General Instructions to Contractor

01210 Allowances

01230 Alternates

01295 Schedule of Values

01310 Project Coordination

01314 Project Meetings

01325 Scheduling of the Work

01330 Submittal Procedures

01350 Permitting Procedures

01410 Regulatory Requirements

01420 References

01440 Quality Assurance & Quality Control

01455 Testing & Inspecting Services

01500 Temporary Facilities and Controls

01571 Stormwater Pollution Prevention Plan

01575 Erosion & Sedimentation Control

DIVISION 1

GENERAL REQUIREMENTS

C-4

DIVISION 1

GENERAL REQUIREMENTS

9/9/2022

01630 Substitution & Product Options

01640 Owner-Furnished Products

01660 Product Storage & Handling Procedures

01710 Soils Investigation

01721 Surveying – Third Party

01730 Execution

01732 Cutting & Patching

01740 Cleaning

01750 Starting & Adjusting

01770 Closeout Procedures

01789 Project Record Documents, with Survey

C-5

DIVISION 2

SITE CONSTRUCTION

02220 Site Demolition

02230 Site Clearing

02240 Dewatering

02260 Excavation Support

02310 Grading

02320 Excavating & Backfilling for Utilities

02321 Excavating & Backfilling for Structures

02370 Erosion & Sedimentation Control

02372 Erosion Control Blankets & Mats

02445 Boring or Jacking Conduits

02448 Horizontal Directional Drilling

02450 F d ti d L d B i El t

12/18/2009

02450 Foundation and Load-Bearing Elements

02465 Bored Piles

02490 Anchors

02505 Underground Utilities Marking

02580 Electrical and Communication Structures

02705 Site Concrete Appurtenances

02720 Unbound Base Courses

02740 Flexible Pavement

02745 Asphalt Concrete Paving

02750 Rigid Pavement

12/18/2009

02100 Temporary Erosion and Sedimentation Control

C-6

DIVISION 2

SITE CONSTRUCTION

02781 Brick & Concrete Paving

02821 Chain Link Fence & Gates

02900 Plantings

02924 Sodding

12/18/2009

12/18/2009

C-7

DIVISION 3

CONCRETE

03050 Basic Concrete Materials and Methods

03100 Concrete Forms and Accessories

03200 Concrete Reinforcment

03300 Cast-in-Place Concrete

03350 Concrete Finishing

03390 Concrete Curing

09/28/04

C-8

DIVISION 3

CONCRETE

09/28/04

C-9

DIVISION 5

METALS

05120 Structural Steel

5/12/98

C-10

DIVISION 5

METALS

5/12/98

C-11

DIVISION 13

SPECIAL CONSTRUCTION

13100 Lighting Protection

13400 Measurement and Control Instrumentation

13410 General Scope

13420 Device Requirements

13430 Panel Requirements

13500 Chiller Plant Control System Hardware and Electrical

13510 Chiller Plant Control System Software and Programming

13850 Detection and Alarm

9/9/22

C-12

DIVISION 13

SPECIAL CONSTRUCTION

5/14/98

C-13

DIVISION 16

ELECTRICAL

16060 Grounding and Bonding

16070 Hangers and Supports

16075 Electrical Identification

16080 Electrical Testing

16120 Conductors and Cable

16130 Raceway and Boxes

16150 Wiring Connections

16210 Electrical Utility Services

16220 Motors and Generators

16240 Battery Equipment

16270 Transformers

16290 Relaying, Measurement and Control

16310 Transmission and Distribution Accessories

16320 High-Voltage Switching and Protection

16340 Medium-Voltage Switching and Protection

16360 Unit Substations

16426 Switchboards

16430 Low-Voltage Switchgear

16440 Switchboards, Panelboards and Control Centers

16450 Bus Assemblies

16460 Low-Voltage Transformers

5/12/98

C-14

DIVISION 16

ELECTRICAL

16483 Adjustable Frequency Drive Controller

16490 Low-Voltage Distribution Components and Accessories

16500 Lighting

16710 Communications Circuits

5/12/98

C-15

DETAILS

Civil Details

Section Title

C100-C199 Concrete Pads

C200-C299 Ductbank

C300-C399 Manholes

C900-C999 Miscellaneous

Electrical Details

Section Title

E100-E199 Grounding

E200-E299 Cable

E300-E399 Fiber Optic Cable

E400-E499 Switchgear

E500-E599 Transformers

E600-E699 Metering

E700-E799 Lighting

E900-E999 Miscellaneaous

5/14/98

C-16

DETAILS

5/14/98

C-17

CIVIL DETAILS

Concrete Pads

C100 Concrete Pad for 1 Phase Standard Distribution Type 25 kVA Through 167.5 kVA Transformers

C101 Concrete Pad for 3 Phase Standard Distribution Type 75 kVA Through 500 kVA Transformers

C102 Concrete Pad for 3 Phase Standard Distribution Type 750 kVA Through 1500 kVA Transformers

C103 Concrete Pad for 3 Phase Station Class 1500 kVA Through 2500 kVA Transformers

C104 Concrete Pad for Pad Mounted Switch Type PME-9

C105 Concrete Pad for Pad Mounted Switch Types PME-10 and PME-11

C106 Concrete Pad for Sectionalizing Equipment (2 Door)

C107 Conduit Stub-up into Equipment Pad

C108 Pad Mounted Switch Type PME-9 Conduit Layout

C109 Pad Mounted Switch Types PME-10 and PME-11 Conduit Layout

C110 Equipment Anchoring

C111 Typical Conduit Layouts for 1 Phase Standard Distribution Type 25 kVA Through 167.5 kVA

Transformers

Ductbank

C200 Typical Conduit Ductbank Section

C201 Trench Forming of Ductbank

C202 Ductbank Construction

C203 Ductbank Transition

C204 Ductbank Transition

5/14/98

C-18

CIVIL DETAILS

Manholes & Pullboxes

C300 Precast Power Manhole Section View

C301 Precast Power Manhole Top View

C302 Cast-In-Place Power Manhole Section View

C303 Cast-In-Place Power Manhole Slab Plans

C304 Manhole Pulling Irons

C305 Manhole Frame and Cover

C306 Cable Rack Installation in Manholes

C307 Welded Long Hook

C308 Manhole Window Stub-Out

Miscellaneous

C900 Double Row Staked Silt Fence

C901 Bollard Protective Pipe Bumper

5/14/98

C-19

ELECTRICAL DETAILS

Grounding

E100 Standard Distribution Type Transformer Grounding

E101 Station Class Transformer Grounding

E102 Pad Mounted Switch Grounding

E103 Sectionalizer Grounding

E104 Ductbank Counterpoise and Identification Tape Installation

E105 Manhole Grounding

E106 Manhole Cable Support Rack Grounding Bracket

E107 Manhole Counterpoise Installation

E108 Fence Post and Gate Grounding

E109 Fence Fabric and Top Support Pipe Grounding

E110 Ground Test Box

Power Cable

E200 15 kV Direct Buried Cable Random Lay Installation

E201 15 kV Cable in Conduit with Concrete Cap Installation

E202 15 kV Direct Buried Cable Double Circuit Random Lay Installation

5/14/98

E203 15 kV Direct Buried Cable Parallel Lay Installation

E204 15 kV Cable Trench Splice Locator

E205 Direct Buried Cable to Conduit Transition

E206 Standard Cable Racking in Manholes

E207 15 kV Cable Direct Buried Splice

E208 600 Amp Terminator Assembly

E209 200 Amp Loadbreak Elbow Installation for 15 kV Concentric Neutral Cable

E210 200 Amp Loadbreak Elbow Installation for 15 kV Tape Shield Cable

E211 Secondary Bolted Connection

E212 Chart of Torque Values

E213 Circuit Identification Tag

5/14/98

C-20

Fiber Optic Cable

E300 Fiber Optic Cable in Fiber Optic Duct and Conduit

E301 Fiber Optic Cable Rack Installation in Manholes

E302 Fiber Optic Cable Rack Installation in Manholes

E303 Fiber Optic Cable Termination at Fiber Optic Patch Panel

E304 Fiber Optic Cable Termination in RTU Cabinet

E305 Fiber Optic Cable Identification Tag

Switchgear

E400 PMH Pad Mounted Switch Models

E401 PMH-9 Pad Mounted Switch Arrangement

E402 PMH-10 Pad Mounted Switch Arrangement

E403 PMH-11 Pad Mounted Switch Arrangement

E404 PME-9 Pad Mounted Switch Arrangement

E405 PME-10 Pad Mounted Switch Arrangement

E406 PME-11 Pad Mounted Switch Arrangement

E407 15 kV Deadfront Pad Mounted Switch Open Front View

5/14/98

E408 15 kV Deadfront Pad Mounted Switch Open Rear View

E409 15 kV Deadfront Pad Mounted Switch Section View

E410 Deadfront Pad Mounted Switch Current Sensor Installation

E411 Livefront Pad Mounted Switch Current Sensor Installation

E412 Pad Mounted Switch Current Sensors

E413 Pad Mounted Switchgear Identification Tag Placement

E414 15 kV Pad Mounted Sectionalizing Equipment Open Front View

E415 15 kV Pad Mounted Sectionalizing Equipment Open Rear View

E416 15 kV Pad Mounted Sectionalizing Equipment Side View

5/14/98

C-21

Transformers

E500 1 Phase Standard Distribution Type Transformer Connections

E501 3 Phase Standard Distribution Type Transformer Connections

E502 Pad Mounted Transformer Current Transformer Installation

E503 Pad Mounted Transformer Two Service Current Transformer Installation

E504 Station Class Transformer 3 Phase Meter and Power Monitoring Cabinet Installation

E505 Pad Mounted Transformer Secondary Spade With Extension

E506 Pad Mounted Transformer Identification Tag Placement

Metering

E600 Standard Distribution Type Transformer 1 Phase Meter Installation

E601 Standard Distribution Type Transformer 3 Phase Meter Installation

E602 480 Volt, 200 Amp In-Line Meter and Disconnect Installation

E603 Meter Wire Color Code

E604 Form 5S 1 Phase, 3 Wire, 2 Element Meter Wiring

E605 Form 6S 3 Phase, 4 Wire, 2 1/2 Element Meter Wiring

E606 Form 9S 3 Phase, 4 Wire, 3 Element Meter Wiring

5/14/98

E607 Form 36S 3 Phase, 4 Wire, 2 1/2 Element Meter Wiring

Lighting

E700 Lighting Standard

Miscellaneous

E900 Bus and Line Clearances

5/14/98

C-22

5/14/98

5/14/98

C-23

01019 Owner Purchased Products

01050 Field Engineering

01110 Summary of Work

01111 General Instructions to Contractor

01210 Allowances

01230 Alternates

01295 Schedule of Values

01310 Project Coordination

01314 Project Meetings

01325 Scheduling of the Work

01330 Submittal Procedures

01350 Permitting Procedures

01410 Regulatory Requirements

01420 References

01440 Quality Assurance & Quality Control

01455 Testing & Inspecting Services

01500 Temporary Facilities and Controls

01571 Stormwater Pollution Prevention Plan

01575 Erosion & Sedimentation Control

C-24

01630 Substitution & Product Options

01640 Owner-Furnished Products

01660 Product Storage & Handling Procedures

01710 Soils Investigation

01721 Surveying – Third Party

01730 Execution

01732 Cutting & Patching

01740 Cleaning

0175…