KEYS_Bid_20-25_Specifications_for_Substation_Lattice_Structure_Repairs_and_Restoration.pdf

KEYS BID 20-25 SPECIFICATIONS FOR SUBSTATION LATTICE STRUCTURE REPAIRS

AND RESTORATION

CALL FOR BIDS

THE UTILITY BOARD OF THE CITY OF KEY WEST, FLORIDA, operator of Keys Energy Services (KEYS), hereby gives notice to prospective bidders that sealed proposals will be received by KEYS electronically until 10:00 a.m. on Tuesday, August 19, 2025 for:

KEYS BID 20-25

SPECIFICATIONS FOR SUBSTATION LATTICE STRUCTURE REPAIRS AND RESTORATION

KEYS has instituted VendorLink and DemandStar systems to provide current information to potential bidders. These systems will allow you to receive bid information quickly and at your convenience 24 hours a day, 7 days a week. Specifications may be obtained from their websites at www.myvendorlink.com or www.DemandStar.com. Registered vendors will be notified automatically of all Requests for Proposals. You may also visit www.KeysEnergy.com for links and download information for all KEYS bid specifications.

It shall be the sole responsibility of each bidder to have their bid electronically delivered on or before the time for opening proposals last announced to bidders. Emailed proposals will not be accepted. Should a vendor not be able to submit via VendorLink or DemandStar, paper submittals will be accepted. Paper submittals must be received prior to the opening date and time in order to be considered. Paper submittals, if applicable, are to be delivered via FedEx, UPS, or in-person to:

Keys Energy Services Bid Opening Committee – KEYS Bid 20-25 6900 Front Street Extended Key West, FL 33040 Note: This address does not receive US Postal Service.

Any proposal received after the time last announced for opening proposals may be retained by KEYS or returned to the bidder, but such proposal may be rejected as not responsive.

Vendors with questions pertaining to this bid specification must submit them in writing via email to purchasing@keysenergy.com no later than Friday, August 1, 2025 at noon. Any questions received after noon on August 1, 2025, will not be addressed.

Each proposal should be accompanied by a Certified Check or Bid Bond payable to the UTILITY BOARD OF THE CITY OF KEY WEST in an amount not less than five (5%) percent of the amount of the proposal as security.

Each proposal should constitute an offer to KEYS, as outlined therein, and should be irrevocable after the time announced for the opening thereof.

At a meeting of the BID OPENING COMMITTEE to be held virtually on Tuesday, August 19, 2025 at 10:00 a.m. Proposals will be opened and vendor names will be publicly read aloud.

KEYS reserves the right to reject any or all proposals, to waive irregularities and informalities in any or all proposals, and to separately accept or reject any item, items, bid schedule or bid schedules of the proposal which KEYS deems to be in the best interest of the Utility Board.

Tyler Randolph, Purchasing Supervisor http://www.myvendorlink.com/ http://www.demandstar.com/taf/agencycp.taf?_function=list&A=335 http://www.keysenergy.com/ mailto:purchasing@keysenergy.com

GENERAL

Keys Energy Services (KEYS) is a municipal electric utility supplying power to residents of the lower Florida Keys. KEYS is located in the extreme southern tip of peninsular Florida, situated in Monroe County, Florida, primarily what is considered the “Lower Keys”, which extends eastwardly from Key West to the west end of the Seven-Mile Bridge. Corporate Offices are located at 1001 James Street, Key West, Florida and the Transmission and Distribution (T&D) Facility is located on Stock Island at 6900 Front Street Extended, Key West, Florida 33040.

KEYS and its representatives have exercised due care in preparing this Request for Proposals (RFP). All information contained herein is believed to be substantially correct. However, bidders should verify information independently if desired. KEYS and its representatives do not warrant the accuracy of information contained herein.

SPECIFICATIONS

SUBSTATION LATTICE STRUCTURE REPAIRS AND RESTORATIONSTRUCTURE

REPAIRS AND RESTORATION

1. Scope KEYS Energy Services owns and operates various power substations south of the Florida Keys Seven Mile Bridge. Due to the humidity and proximity to the ocean, the legs of many of the steel lattice structures are rusted and degraded. In early 2025, Osmose performed a detailed inspection of the legs of 67 steel lattice structures and determined that 56 legs across these 67 structures are in need of structural repairs. All of the legs of the 67 steel lattice structures were found to need weatherproof coating. All steel lattice structure concrete foundations were found to need a weatherproof protective coating, as well. One concrete foundation was found to need minor concrete repair work.

This specification serves as the foundation for the repair work to be carried out, following the Osmose “Structural Steel Restoration Scope of Work – Rev. 2” report. The report specifies the locations of the steel lattice structures with legs in need of restoration, as well as the specific legs in need of repair. Below is a summary.

i. Big Coppitt Substation (910 Overseas Hwy, Big Coppitt Key, FL, USA)

• 6 steel lattice structures/24 legs total o All 24 legs require cleaning and weatherproof coating preparation and application o 9 structure legs in need of structural repair

• 6 concrete foundations o All 6 concrete foundations need cleaning and weatherproof coating preparation and application o 0 concrete foundations require structural repair

ii. Big Pine Substation (380 County Road, Big Pine Key, FL, USA)

• 6 steel lattice structures/24 legs total o All 24 legs require cleaning and weatherproof coating preparation and application o 5 structure legs in need of structural repair

• 6 concrete foundations o All 6 concrete foundations need cleaning and weatherproof coating preparation and application o 0 concrete foundations require structural repair

iii. DVAR Substation (6900 Front Street Extended, Stock Island, FL, USA)

• 4 steel lattice structures/8 legs total o All 8 legs require cleaning and weatherproof coating preparation and application o 0 structure legs in need of structural repair

• 4 concrete foundations o All 4 concrete foundations need cleaning and weatherproof coating

iv. Kennedy Drive Substation (1007 Kennedy Drive, Key West, FL, USA)

• 10 steel lattice structures/40 legs total o All 40 legs require cleaning and weatherproof coating preparation and application o 5 structure legs in need of structural repair

• 10 concrete foundations o All 10 concrete foundations need cleaning and weatherproof coating

v. Stock Island Switchyard (6900 Front Street Extended, Stock Island, FL, USA)

• 32 steel lattice structures/48 legs total o All 48 legs require cleaning and weatherproof coating preparation and application o 28 structure legs in need of structural repair o 1 anchor bolt nut in need of replacement

• 32 concrete foundations o All 32 concrete foundations need cleaning and weatherproof coating

vi. US1 Substation (5901 Overseas Hwy, Stock Island, FL, USA)

• 9 steel lattice structures/36 legs total o All 36 legs require cleaning and weatherproof coating preparation and application o 9 structure legs in need of structural repair o 6 diagonal member replacements

• 9 concrete foundations o All 9 concrete foundations need cleaning and weatherproof coating preparation and application o 1 concrete foundation requires minor structural repair

2. Contractor Requirements The Contractor shall furnish all supervision, labor, tools, equipment, and material necessary, as required for the repairing and/or restoring, evaluation, inspection, and reporting of KEYS’ lattice structures as identified. KEYS will furnish copies of this specification and necessary maps and/or data showing locations of substations, which are the subject of this inspection.

2.1 Contractor Personnel Qualifications

KEYS reserves the right to ask for evidence of previous experience and training in the form of letters of reference and test results. Personnel are subject to approval by KEYS prior to award or any time thereafter.

All Contractor employees while inside KEYS’ substations shall wear a minimum of a hard hat, safety glasses, CAT 2 FR long sleeve shirt and pants and leather steel or composite toe work boots provided by Contractor. Any contract employee not complying with this requirement shall be prohibited from further work until in compliance. Repeated offenses shall prohibit the employee from working in KEYS service area. All contractor vehicles shall properly be identified with company’s name and Logo. Each employee shall have a pictured identification card displayed on his/her person while working in KEYS service area. The identification card shall include the contractor’s logo, phone number, employee’s name, and photograph.

2.2 Workmanship and Damages

All work shall be in accordance with good workmanship standards and shall be in accordance with this specification and all applicable Federal and State regulations. The Contractor shall exercise care at all times to prevent injury to any persons and to prevent damage to any property during performance of the work.

KEYS considers work not in accordance with this specification of work, not in accordance with State or Federal regulations, unskilled or careless work, to be sufficient reason to order the Contractor to stop work. Work will not be allowed to resume until deficiencies are corrected.

3. Quality Control

3.1 Quality Control Inspection

A quality control inspection shall be carried out per one (1) week’s work but not to exceed two (2) weeks previous work. The Contractor’s Supervisor and KEYS’ Representative will conduct the quality control when both are available. The quality control inspection shall consist of the partial to complete inspection of the lattice structure repairs completed in that timeframe. At least one lattice structure will be selected for each quality control inspection. KEYS shall receive a copy of the quality control field report.

3.2 Discrepancies and Corrective Action

Serious errors will be brought to the attention of the Contractor. Corrective action, reasonably satisfactory to KEYS, must be taken by the Contractor to remedy the situation before the next quality control check. The corrective action may include, but not limited to, re-working each lattice structure repair to satisfactory quality control.

4. Repair Expectations

4.1 Repair Modalities

All repairs made to the lattice structures will prioritize steel restoration as the preferred modality for repairs. The contractor will utilize Osmose’ “Structural Steel Restoration Scope of Work – Rev. 2” report as a reference for how the repairs should be performed. There shall be no deviations to the general repair modalities listed in the Osmose “Structural Steel Restoration Scope of Work – Rev. 2” report.

Refer to the Osmose “Structural Steel Restoration Scope of Work – Rev. 2” report for further details.

4.2 Coatings

Repair methodologies for structural supports must include final weatherproof/weather resistant coatings to ensure long-term durability and extended service life.

4.3 Documentation

Contractor shall thoroughly read and familiarize themselves with the attached document prior to submitting a proposal, as it contains the following three reports:

1. Osmose Structural Steel Substation Assessment Report

2. Osmose Lattice Structure Numbering Key

3. Structural Steel Restoration Scope of Work – Rev. 2

These documents collectively define the full scope of work, including the total number of structures, the specific type of repairs required for each, the quantity and type of protective coatings to be applied, and all other relevant restoration details.

4.4 Final Engineering Report

The awarded contractor shall submit a final engineering report upon completion of all repair and preservation work. This report shall confirm that all work was executed in accordance with the proposed Osmose restoration plan provided by KEYS. It shall include before-and-after photos of each repaired lattice structure leg and concrete foundation, along with a summary of repairs performed, preservation methods applied, and any coatings used.

As-built engineering drawings for each repair shall be included, along with a bill of materials. All information must be clearly organized by substation and structure number.

The final report shall be submitted in electronic format and must verify that all work aligns with the scope and recommendations established in the original inspection and assessment documents.

5. General Work Procedures and Expectations

5.1 Substation Ingress and Egress

Prior to ingressing and egressing a KEYS substations, the contractor shall notify KEYS dispatch center via radio or phone.

5.2 Work Schedule

The contractor must supply a schedule outlining the number of crews proposed to complete work along with start dates and completion dates. The work hours shall be 7 a.m. to 6 p.m. Monday – Saturday.

5.3 Grounding System Protection and Structural Support Requirements Repair and preservation efforts shall not require any outages or result in any damage to the substation's below-grade grounding system. Some repairs will require temporary structural support prior to performing repairs, according to the Osmose restoration report.

5.4 Ownership

KEYS shall retain ownership of all data.

6. KEYS Lattice Structure Restoration Tentative Schedule

7. Blackout Dates

• January 1st & 2nd

• July 29th & 30th (Mini Season)

• October Goombay through Fantasy Fest

• November Election Day

• November Week of Thanksgiving

• December Week of Christmas

• December 31st (New Year’s Eve)

8. Proposal Contents & Evaluation The proposal should include a description of the firm’s capabilities and experience with providing the requested services, including a description of any special qualifications which are indicative of working familiarity with similar projects.

KEYS Lattice Structure Restoration Tentative Schedule

Task By Description Start Date Completion Date

1 KEYS Project Advertised 07/17/2025 08/19/2025 2 KEYS Question Period 07/17/2025 08/01/2025 3 KEYS Bid Opening 08/19/2025 4 KEYS Contract Award by Utility Board 09/10/2025

5 KEYS Tentative Notice To Proceed 09/22/2025

6 CONTRACTOR IFC Drawings 09/22/2025 NLT 11/17/2025

8 CONTRACTOR On-Site Installation NLT 12/01/2025

9 KEYS Project Acceptance and Sign‐Off 02/09/2026 10 CONTRACTOR Final Payment and Project Close‐Out 02/16/2026

The proposals will be evaluated. The evaluation criteria will include a variety of considerations, including, but not limited to:

a. Experience with similar projects;

b. Range and suitability of services provided;

c. Project management approach;

d. Pricing;

e. References.

BID SUBMITTAL

Proposals shall be submitted electronically via VendorLink or DemandStar prior to the opening date and time. Emailed proposals will not be accepted. Should a vendor not be able to submit via VendorLink or DemandStar, paper submittals will be accepted. Paper submittals must be received before the opening date and time to be considered.

Paper submittals can be sent via FedEx, UPS, or In-Person to:

Keys Energy Services Bid Opening Committee – Bid 20-25 6900 Front Street Extended Key West, Florida 33040 Note: This address does not receive US Postal Service.

Bidders must submit the following to be found responsive:

1. Bid Bond or Cashier’s Check for 5% of Total

2. Proposal Page

3. Insurance Agent’s Statement

4. Bidder’s Statement

5. Safety Compliance Affidavit

6. Drug-Free Workplace Statement

7. Public Entity Crimes Sworn Statement

8. Hourly Rates for Labor and Equipment – to be used should additional work/material outside of the scope of work is required

Documentation

Document 1: Osmose Steel Substation Assessment Report

Document 2: Osmose Lattice Structure Numbering Key

Document 3: Structural Steel Restoration Scope of Work - Rev. 2

Structural Steel Substation

Assessment Report

Keys Energy Services Big Coppit, Big Pine, DVAR, Kennedy, Stock Island, and US1

Osmose Utilities Services 191 Peachtree Street NE, Ste 500, Atlanta, GA 30303 www.osmose.com

Osmose Utilities Services SSI Report Page 2 of 22

Table of Contents

1. INTRODUCTION

2. ASSESSMENT PROCESS

2.1. Structural Steel Assessment Overview

2.2. Concrete Foundation Assessment Overview

3. GENERAL RECOMMENDATIONS

5. ASSESSMENT RESULTS

5.1. Big Coppit Substation Overview

5.1.1. Summary of Data

5.2. Big Pine Substation Overview

5.2.1. Summary of Data

5.3. DVAR Substation Overview

5.3.1. Summary of Data

5.4. Kennedy Substation Overview

5.4.1. Summary of Data

5.5. Stock Island Substation Overview

5.5.1. Summary of Data

5.6. US1 Substation Overview

5.6.1. Summary of Data

APPENDIX A: IMAGES

APPENDIX B: STRUCTURAL STEEL CONDITION RATINGS – STEEL STRUCTURES

APPENDIX C: MECHANICAL DAMAGE RATINGS – STEEL STRUCTURES

APPENDIX D: CONCRETE FOUNDATION CONDITION RATINGS

Copyright: © 2025 Osmose Utilities Services, Inc. All rights reserved. No part of this document may be reproduced, transmitted, transcribed, or translated into any language without prior written permission of Osmose Utilities Services, Inc.

Osmose Utilities Services SSI Report Page 3 of 22

1. Introduction

A substation assessment was performed on six substations owned by Keys Energy Services in 2025. The results of this assessment can be found in Section 5.

2. Assessment Process

The assessment process involved two primary types of evaluation:

1) A structural assessment of each structure and corresponding foundations to determine the existing conditions and their effect on the integrity of the structure.

2) A visual overhead assessment primarily for safety purposes.

The information gathered during this assessment process will be used to propose possible restoration solutions to ensure the continued integrity of the structures.

2.1. Structural Steel Assessment Overview

A structural steel assessment was performed by measuring the section loss of steel due to corrosion. Additionally, mechanical damage was evaluated to determine its effect on the structure.

The methods for collecting this information varied based on the structure type and construction.

Refer to Appendix B: Structural Steel Condition Ratings – Structures and Appendix C: Mechanical Damage Ratings – Structures for details on how structural steel condition and mechanical damage ratings, respectively, are assigned to towers.

2.2. Concrete Foundation Assessment Overview

Where applicable, concrete foundations were evaluated by means of visual assessment, physical evaluation and collection of measurements.

Refer to Appendix D: Concrete Foundation Condition Ratings for details on the field assessment process and how condition ratings are assigned to concrete foundations.

Osmose Utilities Services SSI Report Page 4 of 22

3. General Recommendations

The following list describes the restoration and/or mitigation strategy recommended for each condition category.

CONDITIONS A & B

1. Structural Steel: Apply coating and place on a 10-year assessment cycle.

2. Concrete Foundation: Place on a 10-year assessment cycle.

CONDITIONS C & D

1. Structural Steel: Restoration recommended within 12 months. Place on a 10-year assessment cycle once restoration has been completed.

2. Concrete Foundation: Restoration recommended within 12 months. Place on a 10-year assessment cycle once restoration has been completed.

PRIORITY CONDITION

1. Structural Steel: Restoration recommended as soon as possible within a 6-month period, in alignment with the anticipated weather conditions. Place on a 10-year assessment cycle once restoration has been completed.

2. Concrete Foundation: Restoration recommended as soon as possible within a 6-month period, in alignment with the anticipated weather conditions. Place on a 10-year assessment cycle once restoration has been completed.

MECHANICAL DAMAGE CLASS I, II & III

1. Class I: Restoration not necessary unless other restorations are being performed on the structure.

2. Class II: Restoration recommended within 12 months. Place on a 10-year assessment cycle once restoration has been completed.

3. Class III: Restoration recommended as soon as possible within a 6-month period, in alignment with the anticipated weather conditions. Place on a 10-year assessment cycle once restoration has been completed.

Osmose Utilities Services SSI Report Page 5 of 22

Osmose Utilities Services SSI Report Page 6 of 22

5. Assessment Results

5.1. Big Coppit Substation Overview

Table 1: Assessment Summary Structures assessed:

Legs assessed:

Foundations assessed:

Steel Rejects Due to Condition Rating only:

Due to Mechanical Damage only:

Due to both Condition Rating and Mechanical Damage:

Total Structure Leg count of Steel Rejects:

Total Concrete Rejects: 0 *No structures were found to have mechanical damage present.

5.1.1. Summary of Data

Figure 1: Structural Condition Summary (by Structure Leg and Foundation)

Structural Condition Foundation Condition

Big Coppit Substation Structural and Foundation Condition Summary

N/A Condition A Condition B Condition C Condition D Priority

Osmose Utilities Services SSI Report Page 7 of 22

Table 2: Condition Overview of Steel Structures Structure Leg 1 Leg 2 Leg 3 Leg 4

ID STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

X28 D A A A A A A A

X29 A A A A A A A A

X30 D A C A C A D A Y28 A A Priority A D A B A Y29 A A D A D A A A Y30 A A A A B A A A

*Foundation ratings are shown per leg to align with data.

Osmose Utilities Services SSI Report Page 8 of 22

5.2. Big Pine Substation Overview

Table 3: Assessment Summary Structures assessed:

Legs assessed:

Foundations assessed:

Steel Rejects Due to Condition Rating only:

Due to Mechanical Damage only:

Due to both Condition Rating and Mechanical Damage:

Total Structure Leg count of Steel Rejects:

Total Concrete Rejects: 0 *No structures were found to have mechanical damage present.

5.2.1. Summary of Data

Figure 2: Structural Condition Summary (by Structure Leg and Foundation)

Structural Condition Foundation Condition

Big Pine Substation

Osmose Utilities Services SSI Report Page 9 of 22

Table 4: Condition Overview of Steel Structures Structure Leg 1 Leg 2 Leg 3 Leg 4

ID STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

BB34 A A A A D A A A

BB36 A A A A A A A A

BB37 A A A A D A D A

FF34 A A A A A A A A

FF36 A A B A D A D A

FF37 A A A A A A A A

Osmose Utilities Services SSI Report Page 10 of 22

5.3. DVAR Substation Overview

Table 5: Assessment Summary Structures assessed:

Legs assessed:

Foundations assessed:

Steel Rejects Due to Condition Rating only:

Due to Mechanical Damage only:

Due to both Condition Rating and Mechanical Damage:

Total Structure Leg count of Steel Rejects:

Total Concrete Rejects: 0 *No structures were found to have mechanical damage present.

5.3.1. Summary of Data

Figure 3: Structural Condition Summary (by Structure Leg and Foundation)

Structural Condition Foundation Condition

DVAR Substation

Osmose Utilities Services SSI Report Page 11 of 22

Table 6: Condition Overview of Steel Structures Structure Leg 1 Leg 2 Leg 3 Leg 4

ID STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

D1-1 A A A A - - - - D1-2 A A A A - - - - F1-2 A A A A - - - - F1-1 A A A A - - - -

Osmose Utilities Services SSI Report Page 12 of 22

5.4. Kennedy Substation Overview

Table 7: Assessment Summary Structures assessed:

Legs assessed:

Foundations assessed:

Steel Rejects Due to Condition Rating only:

Due to Mechanical Damage only:

Due to both Condition Rating and Mechanical Damage:

Total Structure Leg count of Steel Rejects:

Total Concrete Rejects: 0 *No structures were found to have mechanical damage present.

5.4.1. Summary of Data

Figure 4: Structural Condition Summary (by Structure Leg and Foundation)

Structural Condition Foundation Condition

Kennedy Substation

Osmose Utilities Services SSI Report Page 13 of 22

Table 8: Condition Overview of Steel Structures Structure Leg 1 Leg 2 Leg 3 Leg 4

ID STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

R17 A A A A A A A A R18 A A A A A A A A R22 A A A A A A A A R26 A A A A B A A A R27 A A B A A A D A Q17 A A A A B A C A Q18 A A A A A A A A Q22 A A A A A A A A Q26 B A B A B A B A Q27 B A C A C A D A

Osmose Utilities Services SSI Report Page 14 of 22

5.5. Stock Island Substation Overview

Table 9: Assessment Summary Structures assessed:

Legs assessed:

Foundations assessed:

Steel Rejects Due to Condition Rating only:

Due to Mechanical Damage only:

Due to both Condition Rating and Mechanical Damage:

Total Structure Leg count of Steel Rejects:

Total Concrete Rejects: 0

*No structures were found to have mechanical damage present.

5.5.1. Summary of Data

Figure 5: Structural Condition Summary (by Structure Leg and Foundation)

Structural Condition Foundation Condition

Stock Island Substation

Osmose Utilities Services SSI Report Page 15 of 22

Table 10: Condition Overview of Steel Structures Structure Leg 1 Leg 2 Leg 3 Leg 4

ID STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

B3 D A - - - - - - A4 D A - - - - - - B5 A A - - - - - - C4 A A - - - - - - B9 A A - - - - - - A9 D A - - - - - - A11 B A - - - - - - C10 A A - - - - - - K8 B A - - - - - - L9 D A - - - - - - M8 D A - - - - - - L7 B A - - - - - - J5 A A - - - - - - K4 A A - - - - - - J3 A A - - - - - - I4 A A - - - - - -

G2-1 C A C A - - - - G2-2 C A A A - - - - G4-1 C A D A - - - - G4-2 C A B A - - - - G6-1 C A Priority A - - - - G6-2 D A A A - - - - G8-1 D A Priority A - - - - G8-2 B A B A - - - - H2-1 D A C A - - - - H2-2 D A D A - - - - H4-1 C A C A - - - - H4-2 D A A A - - - - H6-1 Priority A D A - - - - H6-2 A A C A - - - - H8-1 D A Priority A - - - - H8-2 D A C A - - - -

Osmose Utilities Services SSI Report Page 16 of 22

5.6. US1 Substation Overview

Table 11: Assessment Summary Structures assessed:

Legs assessed:

Foundations assessed:

Steel Rejects Due to Condition Rating only:

Due to Mechanical Damage only:

Due to both Condition Rating and Mechanical Damage:

Total Structure Leg count of Steel Rejects:

Total Concrete Rejects: 1 *No structures were found to have mechanical damage present.

5.6.1. Summary of Data

Figure 6: Structural Condition Summary (by Structure Leg and Foundation)

Structural Condition Foundation Condition

US1 Substation

Osmose Utilities Services SSI Report Page 17 of 22

Table 12: Condition Overview of Steel Structures Structure Leg 1 Leg 2 Leg 3 Leg 4

ID STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

STR

Cond.

FND

Cond.

N12 A A D A D A A A N14 A A A A A A A A N16 A A A A A A A A O12 Priority A D A D A D A O14 A A A A A A A A O16 A A A A A C A A P12 D A D A A A A A P14 A A A A A A A A P16 C A A A A A A A

Osmose Utilities Services SSI Report Page 18 of 22

Appendix A: Images

Y28 Leg 2 - Big Coppit Substation Base Plate

Structural Condition: Priority

G6-1 Leg 2 - Stock Island Substation Base Plate

Structural Condition: Priority

G8-1 Leg 2 - Stock Island Substation Base Plate

Structural Condition: Priority

H6-1 Leg 1 - Stock Island Substation Base Plate

Structural Condition: Priority

H8-1 Leg 2 - Stock Island Substation Base Plate

Structural Condition: Priority

O12 Leg 1 - US1 Substation Base Plate

Structural Condition: Priority

R27 Leg 4 - Kennedy Substation Base Plate/Anchor Nut Structural Condition: D

R27 Leg 4 - Kennedy Substation Base Plate

Structural Condition: D

O16 Leg 3 - US1 Substation Concrete

Foundation Condition: C

Osmose Utilities Services SSI Report Page 19 of 22

Appendix B: Structural Steel Condition Ratings – Steel Structures

The structural steel assessment results are used to determine the following:

• Current structural condition

• Mitigation application during assessment

• Restoration recommendations

The overall evaluation of the corrosion severity on the structure shall be determined through visual assessment and direct physical measurement of structural members to determine the actual section loss. Structures shall be assessed and categorized according to the information below.

CONDITION A – (Good) Steel is in near original condition with only minor evidence of surface corrosion in a few small areas with 1% or less average section loss evident.

CONDITION B – (Fair) Steel corrosion conditions may range from mild surface rust in several areas to all buried surfaces showing some amount of rust and some minor pitting. To meet the definition of this condition category, the average section loss must be greater than 1% but not exceed 10%.

CONDITION C – (Poor/Restoration Recommended) Steel shows moderate corrosion conditions which may include moderate corrosion in several areas to all buried surfaces showing measurable pitting, thinning and/or edge loss. To meet the definition of this condition category, the average section loss must be greater than 10% but not exceed 25%.

CONDITION D – (Severe/Restoration Required) Steel has experienced heavy corrosion activity consisting of significant thinning, pitting and/or edge loss. Corroded areas will typically have a large amount of section loss, with parts completely rusted through due to corrosion. To meet the definition of this condition category, the average section loss must exceed 25%.

Structures in this condition category are generally considered to be in need of restoration and will be reported to the customer for further attention.

PRIORITY – A structure in Condition D, with more than a 50% average loss of cross section on any one structural member or that has had structural damage due to corrosion, mechanical damage or environmental conditions, which may exceed the Customer’s allowable tolerance threshold. These structures will be reported directly to the Customer for immediate attention.

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Appendix C: Mechanical Damage Ratings – Steel Structures

Mechanical Damage can be classified into three separate groups, I (Minor), II (Moderate) and III (Severe), and is defined as damage that is not corrosion-related.

CLASS I (Minor) – Minor deformation of smaller, non-critical members, such as a horizontal redundant. This type of mechanical damage on a member does not generally require restoration.

• Minor buckling of a tension member with minimal displacement

• Buckling or deformation of redundant members

• Minor nicks or scratches on steel that do not result in any significant tearing of the member

• Damage on members or portions of members that do not carry a load (bends on the

“free corner” of the member, step bolt damage etc.)

• Individual bullet holes on secondary members

CLASS II (Moderate) – Significant deformation or damage to the members or hardware with no immediate danger of significant failure. Structures with Class II (Moderate) mechanical damage will be flagged for restoration.

• Significant member deformation over a short distance. Measurements will be made during the assessment to determine the length of the deformation

• Missing bolts and nuts

• Buckling or deformation of two adjacent redundant members

• Damage on hardware

• Tears or cuts in members

• Insufficient bolt edge distance

• Missing redundant members

• Minor damage to a single face of a post leg

CLASS III (Severe) – Damage requiring immediate attention and restoration. Customer will be notified of structures that have Class III (Severe) mechanical damage.

• Severe member deformation

• Any substantial overhead buckling

• Buckling or deformation of three adjacent redundant members

• More than a half of the bolts missing in a connection

• Missing or severely damaged anchor bolts

• Missing load bearing members

• Completely broken off primary or secondary members

• Missing more than two redundant members on a leg

• Any damage to both faces of a critical member such as post leg, stub angle or other members designed to carry significant load

Osmose Utilities Services SSI Report Page 21 of 22

Appendix D: Concrete Foundation Condition Ratings

Visual Assessment

A visual assessment of each foundation will be conducted to identify signs of damage and/or deterioration of the concrete. These conditions may include cracking, spalling, delamination, disintegration, exposed or corroded steel reinforcement, exposed coarse aggregate, and conditions such as differential settlement of foundations or evidence of soil erosion.

Crack Assessment

Visibly apparent cracking in the concrete will be measured using a crack comparator gauge or another similar device to determine the crack width. Where cracking exists, the orientation as well as any marking or staining was recorded.

Physical Evaluation

Foundations will be physically evaluated by means of a hammer impact test to determine the integrity of the concrete and identify possible hidden voids, deterioration or delamination.

A hammer impact test will be performed using a wooden handled mason’s hammer or similar.

Impact points will be distributed evenly around the foundation, sufficient to evaluate the entire exposed surface. Hammer impact points that reveal delaminating concrete, expose coarse aggregate or steel reinforcement, or produce a hollow sound will constitute a failed hammer impact test and will be documented. Further evaluation of the condition and strength of the concrete may be recommended after a failed hammer impact test.

Condition Ratings

The data collected during the foundation assessment will be used to evaluate the concrete condition and determine any necessary rehabilitation work. Foundations will be categorized in one of the following condition ratings.

Osmose Utilities Services SSI Report Page 22 of 22

Foundation Condition

Type of Concrete Deterioration/Damage (may be any one of the following)

Hammer Test Result Cracking and Scaling Spalling and Base Plate

Grout Damage Exposed

Reinforcement

A Pass None None None

B Pass

• Crack widths smaller than 1/16"

• Localized scaling without exposed aggregate

• Localized spalling on up to 25% of any above grade surface

• Spalling on up to 50% of any above grade edge

• Partially exposed cold joint lines

• Locally damaged base plate grout, up to 50% of any base plate edge

None

C Fail

• Crack widths between 1/16" and 1/4"

• Scaling with exposed aggregate

• Limited signs of efflorescence on surfaces

• Spalling on up to 50% of any above grade surface

• Spalling on most of the above grade edges

• Fully exposed cold joint lines

• Grout damage without undermining of base plate

• Limited rebar exposure with no section loss from corrosion

D Fail

• Crack widths larger than 1/4"

• Cracks originating from primary steel members

• Extensive signs of efflorescence on surfaces

• Spalls covering most of the above grade surface

• Grout damage undermining the base plate

• Exposed, corroded rebar with section loss

• Extensive rebar exposure without section loss

• Rust stains propagating from cracks along rebar lines

Priority Fail

• Large cracks in contact with or in close proximity to anchor bolts

• Compromised foundation integrity or stability from settlement or soil erosion

• Large sections of concrete missing (3" depth or larger in any above grade face)

• Concrete loss in close proximity to anchor bolts

• Severe concrete deterioration

• Exposed, corroded rebar with section loss and significant damage

Osmose Lattice Structure Numbering Key

04/15/2025

Kennedy Drive Sub

Stock Island Switchyard

Stock Island DVAR

US-1 Sub

Big Coppitt Sub

Big Pine Sub

STRUCTURAL STEEL RESTORATION

SCOPE OF WORK – REV.2

Keys Energy Services Big Coppit, Big Pine, DVAR, Kennedy, Stock Island, and US1

Osmose Utilities Services 191 Peachtree Street NE, Ste 500, Atlanta, GA 30303 www.osmose.com

TABLE OF CONTENTS

OVERVIEW

RESTORATION CODES

CLARIFICATIONS

REFERENCES

RECOMMENDED RESTORATIONS

Prepared By: Jalen Lana, 05/16/2025

Proprietary Information: The information contained in this document is the property of Osmose Utilities Services, Inc. and is furnished to the recipient as confidential matter. The holder of this document shall not share, disclose, divulge, or otherwise communicate the document’s contents, in which whole or in part, to any third party except as expressly authorized by Osmose Utilities Services, Inc.

Copyright: ©2025 Osmose Utilities Services, Inc. All rights reserved. No part of this document may be reproduced, transmitted, transcribed, or translated into any language without prior written permission of Osmose Utilities Services, Inc.

OVERVIEW

Osmose Utilities Services, Inc. proposes to furnish the material, labor, tools and equipment necessary to perform structural restoration on the structures listed in Tables 2-6. The purpose of this rehabilitation work is to restore strength lost due to corrosion, concrete deterioration and/or mechanical damage. These restorations are based on findings from the assessments conducted by Osmose Utilities Services, Inc.

RESTORATION CODES

Table 1: List of Restoration Codes

SUB-ABN-R

Substation

Anchor Bolt Nut Replacement

Quantity:

Removal of existing anchor bolt nut (and washer, where applicable), replacing with hardware of equal or greater capacity.

SUB-CC-12

Clean and Coat –

12” Height

Cleaning and preparation of all accessible steel surfaces to remove loose, bond-inhibiting material and debris. Once cleaned, the steel will receive protective coatings to extend durability and mitigate future corrosion. Steel members will be coated from top of the concrete surface to top of the potential corrosion zone. A sealant product will be applied at the concrete-steel interface for additional protection.

SUB-D-R

Diagonal

Replacement

Removal of a corroded or mechanically damaged diagonal member, replacing it with a member of equal or greater capacity.

SUB-D-S

Substation

Diagonal Splice

Restoration of a diagonal member by removing the corroded or mechanically damaged section and splicing it with a member of equal or greater capacity. Unless otherwise noted, only one diagonal per post leg will be disconnected at one time.

SUB-F-C-0

Substation

Concrete Surface Remediation

Injection of grout or low viscosity epoxies to treat minor cracks and remediate surface defects, improving the protective cover of the concrete foundation. Sealants will be applied at the concrete-steel interface for additional protection. This restoration may be used in conjunction with an F-CC restoration.

SUB-F-CC

Substation Foundation

Clean and Coat

Cleaning and preparation of all accessible concrete surfaces to remove loose, bond-inhibiting material and debris. Once cleaned, the concrete will receive a protective coating to extend durability and mitigate future deterioration.

SUB-H-R

Horizontal Member

Replacement

Removal of a corroded or mechanically damaged horizontal member, replacing it with a member of equal or greater capacity.

SUB-P-E-2

Substation Post Leg Encasement

- Structural

Installation of a reinforced concrete encasement to transfer load from the tower leg to the existing concrete foundation. To provide an adequate load transfer, studded rods will be drilled or into the post leg and/or diagonals, and new reinforcing steel will be epoxy-grouted into the existing foundation.

SUB-SS-R

Substation Stub Shoe

Replacement

Removal of a mechanically damaged and/or corroded section of a stub shoe, replacing it with a member of equal or greater capacity. This restoration will be used in conjunction with a

Temporary Support to provide structural support to the structure leg during restoration.

SUB-TS-1

Substation Temporary

Support

Temporary support steel elements connected to the structure leg to provide stability where primary members must be completely removed or disconnected during restoration. The temporary support material will be removed from the structure after restoration.

CLARIFICATIONS

1. The restoration codes assigned to the structures listed in Table 2 are based on the assessments performed by Osmose Utilities Services in 2025 and are the best preliminary estimates available. Changes in field and structure conditions are possible, and if identified, Osmose Utilities Services will notify Keys Energy Services upon discovery and any associated costs will be assessed.

2. Existing coatings on structures are assumed to not contain hazardous materials.

Additional considerations will be required if hazardous materials are found.

3. Keys Energy Services will maintain suitable access to all structures so that motorized equipment from Osmose Utilities Services and its suppliers can move and operate under their own power at the project site.

4. When applicable, demolished concrete will be disposed on-site as part of the backfill material of the excavated holes. Landscaping and reseeding are not included within this scope.

5. A project schedule will be co-developed and agreed upon by both Keys Energy Services and Osmose Utilities Services during the project start-up. The schedule will include adequate durations for engineering, procurement, mobilization, inspection, construction and commissioning, inclusive of potential weather delays.

6. Unless otherwise noted, only one mobilization fee is included in the price schedule.

If additional mobilizations or stand-by time are required due to situations such as unexpected weather conditions, access restrictions, pending permits or others, Osmose Utilities Services will coordinate the additional costs with Keys Energy Services.

7. All permits required to perform this work shall be the responsibility of Keys Energy Services.

8. Electrical and/or wiring work required prior to restoration work or re-commissioning, such as grounding of structures, is the responsibility of Keys Energy Services and is not included in this scope.

9. Unless otherwise noted, Professional Engineer sealed drawings or other documents are not included.

10. Structure and/or foundation analysis will not be performed as part of this scope.

11. A geotechnical investigation will not be performed as part of this scope.

REFERENCES

1. Osmose assessment report titled “Structural Steel Substation Assessment Report, Keys Energy Services, Big Coppit, Big Pine, DVAR, Kennedy, Stock Island, and US1”, dated 03/12/25.

2. Images and measurements obtained during assessment.

RECOMMENDED RESTORATIONS

Table 2: Recommended Restorations per Structure for Big Coppit Substation

Index Structure Number Leg Steel Restoration

Description Foundation Restoration

Description

1 X28

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

2 X29

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

3 X30

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

4 Y28

1 SUB-CC-12

SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

4 SUB-CC-12

5 Y29

1 SUB-CC-12

SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

4 SUB-CC-12

6 Y30

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

Table 3: Recommended Restorations per Structure for Big Pine Substation

Number Leg Steel Restoration

Description Foundation Restoration

Description

7 BB34

1 SUB-CC-12

SUB-F-CC

2 SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

4 SUB-CC-12

8 BB36

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

9 BB37

1 SUB-CC-12

SUB-F-CC

2 SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

10 FF34

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

11 FF36

1 SUB-CC-12

SUB-F-CC

2 SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

12 FF37

SUB-F-CC 2 SUB-CC-12

Table 4: Recommended Restorations per Structure for DVAR Substation

Number Leg Steel Restoration

Description Foundation Restoration

Description

13 D1-1 1 SUB-CC-12 SUB-F-CC 2 SUB-CC-12

14 D1-2 1 SUB-CC-12 SUB-F-CC 2 SUB-CC-12

15 F1-1 1 SUB-CC-12 SUB-F-CC 2 SUB-CC-12

16 F1-2 1 SUB-CC-12 SUB-F-CC 2 SUB-CC-12

Table 5: Recommended Restorations per Structure for Kennedy Substation

Number Leg Steel Restoration

Description Foundation Restoration

Description

17 R17

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

18 R18

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

19 R22

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

20 R26

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

21 R27

1 SUB-CC-12

SUB-F-CC

2 SUB-CC-12

3 SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S,

SUB-CC-12

22 Q17

1 SUB-CC-12

SUB-F-CC

2 SUB-CC-12

3 SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S,

SUB-CC-12

23 Q18

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

24 Q22

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

25 Q26

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

26 Q27

1 SUB-CC-12

SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S,

SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S,

Table 6: Recommended Restorations per Structure for Stock Island Substation

Number Leg Steel Restoration

Description Foundation Restoration

Description

27 B3 N/A SUB-CC-12 SUB-P-E-2

28 A4 N/A SUB-CC-12 SUB-P-E-2

29 B5 N/A SUB-CC-12 SUB-F-CC

30 C4 N/A SUB-CC-12 SUB-F-CC

31 B9 N/A SUB-CC-12 SUB-F-CC

32 A9 N/A D-S (x2), SUB-CC-12 SUB-P-E-2

33 A11 N/A SUB-CC-12 SUB-F-CC

34 C10 N/A SUB-CC-12 SUB-F-CC

35 K8 N/A SUB-CC-12 SUB-F-CC

36 L9 N/A

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-F-CC

37 M8 N/A SUB-ABN-R,

SUB-CC-12 SUB-F-CC

38 L7 N/A SUB-CC-12 SUB-F-CC

39 J5 N/A SUB-CC-12 SUB-F-CC

40 K4 N/A SUB-CC-12 SUB-F-CC

41 J3 N/A SUB-CC-12 SUB-F-CC

42 I4 N/A SUB-CC-12 SUB-F-CC

43 G2-1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

44 G2-2 1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-F-CC

2 SUB-CC-12

45 G4-1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

46 G4-2 1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-F-CC

2 SUB-CC-12

47 G6-1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

48 G6-2 1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-F-CC

2 SUB-CC-12

49 G8-1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

50 G8-2 1 SUB-CC-12 SUB-F-CC 2 SUB-CC-12

51 H2-1 1

SUB-TS-1,

SUB-SS-R,

SUB-F-CC

51 H2-1 2

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

52 H2-2

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

53 H4-1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

54 H4-2 1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-F-CC

2 SUB-CC-12

55 H6-1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

56 H6-2

1 SUB-CC-12

SUB-F-CC 2

SUB-TS-1,

SUB-SS-R,

57 H8-1

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

58 H8-2

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

SUB-TS-1,

SUB-SS-R,

Table 7: Recommended Restorations per Structure for US1 Substation

Number Leg Steel Restoration

Description Foundation Restoration

Description

59 N12

1 SUB-CC-12

SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12

4 SUB-CC-12

60 N14

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

61 N16

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

62 O12

SUB-TS-1,

SUB-SS-R,

SUB-D-R,

SUB-H-R,

SUB-CC-12

SUB-F-CC 2

SUB-TS-1,

SUB-SS-R,

SUB-D-R,

SUB-H-R,

SUB-CC-12

SUB-TS-1,

SUB-SS-R,

SUB-D-R,

SUB-H-R,

62 O12 4

SUB-TS-1,

SUB-SS-R,

SUB-D-R,

SUB-H-R,

SUB-CC-12

63 O14

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

64 O16

1 SUB-CC-12

SUB-F-C-0,

SUB-F-CC

2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

65 P12

SUB-TS-1,

SUB-SS-R,

SUB-D-R,

SUB-H-R,

SUB-CC-12

SUB-F-CC

SUB-TS-1,

SUB-SS-R,

SUB-D-R,

SUB-H-R,

SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

66 P14

1 SUB-CC-12

SUB-F-CC 2 SUB-CC-12

3 SUB-CC-12

4 SUB-CC-12

67 P16

SUB-TS-1,

SUB-SS-R,

SUB-D-S (x2), SUB-CC-12 SUB-F-CC

2 SUB-CC-12

KEYS BID 20-25 SPECIFICATIONS FOR SUBSTATION LATTICE STRUCTURE

REPAIRS AND RESTORATION

KEYS ENERGY SERVICES

GENERAL TERMS & CONDITIONS

ADDITIONS/DELETIONS

KEYS reserves the right to add or delete any item from this bid or resulting contract when deemed to be in the best interest of KEYS.

ALTERATIONS IN PROPOSAL

Except as otherwise provided herein, Proposals which are conditional in any way, or which contain erasures or interlineations not authenticated as provided herein, or which contain items not called for, items not in conformity with applicable laws, changes, additions, recapitulations, alternative Proposals, or any other modifications of the Proposal forms which are not specifically called for in the Contract Documents, will be rejected as not responsive unless specifically agreed to in writing by KEYS. Erasures, interlineations or other corrections shall be authenticated by affixing in the margin immediately opposite the correction, the handwritten initials of each person executing the Proposal.

APPLICABLE LAW

This Contract shall be interpreted in accordance with the law of the State of Florida.

ASSIGNMENT

No contract awarded under these terms, conditions, and specifications, may be sold, transferred or assigned in full or part without the written permission of KEYS. Such written permission shall not relieve contractor from its obligations and liabilities.

ATTORNEY FEES

The prevailing party in any litigation or mediation relating to the contract shall be entitled to recover it reasonable attorney fees and costs from the other party for all matters, including, but not limited to, appeals.

BASIS OF AWARD

A. The award will be made by KEYS on the basis of the Proposal from the lowest responsive* responsible**, Bidder which, in KEYS’ sole and absolute judgment, will best serve the interest of KEYS.

B. KEYS reserves the right to accept or reject any or all Proposals, and to waive any informalities and irregularities in said Proposal.

*Responsive Bidder: Any person, firm, or corporation submitting a bid for the work contemplated whose bid form is complete and regular, free of excisions or special conditions and has no alternative bids for any item unless requested in the technical specifications.

**Responsible Bidder: Any person, firm, or corporation submitting a bid for the work contemplated who maintains a permanent place of business, has adequate manpower and equipment to do the work properly and within the time limit that is established, has adequate financial status to meet his obligations contingent to the work and has a history of performance of like contracts (acceptable to KEYS).

C. Evaluation: The lowest evaluated price shall be determined from an analysis which assesses the impact of the contract price, operational and maintenance costs.

BID BOND/CERTIFIED CHECK

Each proposal should be accompanied by a Bid Bond or Certified Check payable to the UTILITY BOARD OF THE CITY OF KEY WEST, FLORIDA in an amount not less than five (5%) percent of the amount of the proposal as security.

BID PROPOSAL PRICING

All bid…