KEYS BID 02-26 SPECIFICATIONS FOR US1 SUBSTATION CONCRETE REPAIRS &

ROOFING

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 Friday, April 17, 2026 for:

KEYS BID 02-26

SPECIFICATIONS FOR US1 SUBSTATION CONCRETE REPAIRS & ROOFING

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 02-26 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, March 27, 2026 at noon. Any questions received after noon on March 27, 2026 will not be addressed.

A mandatory site inspection of KEYS’ facility is required. Inspections can be arranged by contacting the Fleets and Facilities Supervisor, Brittani Harden, at (305) 295-1181 or Marc Palka, Facilities Leader, at (305) 295-1165. Site inspections must be completed prior to March 20, 2026. Proposals received by Contractors not in attendance will be rejected.

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 Friday, April 17, 2026 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, Florid a 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

To provide all labor, supervision, materials, equipment, supplies, tools, and incidentals required for the spalling repairs at US1 Substation, located at 5901 Overseas Highway (MM 5.9 Gulfside), Key West, FL 33040.

The Construction Documents prepared by Artibus Design LLC (Artibus) are included as Attachment 1 to this Bid. Contractor shall adhere to the plans fully unless approved by KEYS and Artibus.

US1 Substation will remain an active substation during the construction. Outage coordination may be requested by the contractor to KEYS’ Project Manager 3 weeks prior to requested outage. All outages must be approved by KEYS.

Construction

1. Contractor shall be licensed with a General Contractors License and insured.

2. Contractor must be qualified to work in substations.

3. Ensure industry specific, sound construction principles.

4. Contractor must adhere to the Construction Documents, Attachment 1

a. Contractor must provide product specifications for all proposed materials.

b. KEYS must approve all fixtures prior to Contractor ordering.

5. Contractor shall be responsible for maintaining the site in a clean condition at all times.

6. Contractor shall not unreasonably impede, interfere or delay operations or activities at

KEYS facilities.

7. Contractor will be responsible for all paving, concrete, and miscellaneous groundwork necessary to return any area disturbed by construction to its previous or better condition.

8. Successful Contractor must visit the site prior to construction and carefully examine each site location, areas for staging, and means and methods to and from site.

9. Provide all tools, equipment, materials and qualified personnel necessary for the undertakings herein described.

10. Contractor is responsible for disposal of any debris resulting from demolition or construction work.

11. Provide dumpsters and lavatory facilities, as required, on-site.

12. Provide onsite Project Manager or “Lead” person designated and fluent in the English language to be available by cell phone any time workers are present. KEYS shall not provide any Supervisory oversight to the Contractors employees.

13. Work with the appropriate KEYS Project Manager to schedule the work such that construction occurs in a carefully planned and efficient sequence such as to present minimal disruption of normal KEYS work processes, while ensuring the project moves forward in a focused and timely manner to meet the targeted completion date.

14. Prove competent qualified personnel, and/or for all work undertaken. KEYS shall have the right to remove any Contractor’s employee or sub-contractor’s employee, that in the sole discretion of KEYS does not adequately represent the KEYS public image.

15. Schedule work within the confines of all noise prohibitions as defined by the local, county, or federal agencies.

16. Contractor shall be aware of extreme weather conditions that occur in the Florida Keys, such as hurricanes and unexpected storms. Contractor is responsible for listening to and adhering to weather advisories and updates on pending storms.

Contractor shall adequately secure materials and partially completed work in advance of forecasted storm events. Any damage to property or safety to personnel due to Contractor negligence is the responsibility of the Contractor.

17. At Contractors expense, ensure all structures under construction are properly supported, braced, etcetera to prevent unintended collapsing or catastrophic failure.

Inspection of Work

1. KEYS shall at all times have the right to inspect the Work and the Site. If requested by KEYS, Contractor shall uncover any of the Work for inspection and replace when requested at Contractor’s expense.

2. Contractor and KEYS’ Project Manager shall schedule and participate in a final inspection of the completed project. Any deficiencies found during final inspection shall be promptly corrected by Contractor at no cost the KEYS and to KEYS’ satisfaction.

Work completed without the required inspection may be required to be removed and reinstalled at Contractor’s expense.

Permitting Permitting shall be completed by the awarded contractor. Contractor shall be in compliance of all permits issued and provide a copy of all permits obtained to KEYS.

SCHEDULE

Project must be substantially completed by August 1, 2026 in preparation of peak Hurricane Season.

Substantial Completion shall mean all major structural and roofing repairs complete and operational, excluding minor punch-list items.

All work shall be performed during KEYS’ Facilities Section normal hours, which are Monday through Friday from 7:00 AM to 3:30 PM, excluding observed holidays listed below. However, Contractor may work Monday through Sunday from 7:00 AM to 7:00 PM if permitted by local ordinances with prior approval from KEYS’ Project Manager. Approval must be requested 2 weeks prior to scheduled work.

Black Out Dates New Year’s Day January 1st Martin Luther King, Jr. Birthday January, 3rd Monday President’s Day February, 3rd Monday Memorial Day May, Last Monday .

Independence Day July 4th Labor Day September, 1st Monday Columbus Day October, 2nd Monday Veteran’s Day November 11th Thanksgiving Day November, 4th Thursday Day After Thanksgiving November Christmas Eve December 24th Christmas December 25th New Year’s Eve Day December 31st

When a holiday falls on a Sunday, the Monday following shall be considered the holiday.

When a holiday falls on a Saturday, the Friday prior thereto shall be considered the holiday.

ATTACHMENTS

1. Construction Documents

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.

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. Proposed Schedule assuming May 13, 2026 Utility Board award approval

e. Pricing;

f. References (minimum of 3 with contact information and project summary).

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 prior to the opening date and time in order to be considered.

Paper submittals and Bid bonds and/or cashier’s checks can be sent via FedEx, UPS, or In-Person to:

Keys Energy Services Bid Opening Committee – Bid 02-26

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. Minimum of 3 References with Contact Information, inclusive of email

4. Proposed Project Team with Licenses and Experience

5. Proposed Schedule assuming May 13, 2026 Utility Board award approval

6. Bidder’s Statement

7. Public Entity Crimes Sworn Statement

8. Drug-Free Workplace Statement

9. Safety Compliance Affidavit

10. Insurance Agent’s Statement

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

ATTACHMENT 1

Construction Documents prepared by Artibus Design LLC (Artibus)

Construction Plans

FOR

Concrete Repair & Re-Roofing

CLIENT:

KEYS Energy Services

PROJECT LOCATION:

KEYS Energy Substation - Stock Island

5901 Overseas Hwy Key West, FL 33040 location map:

site location

REVISION: PROJECT NO:

2511-02

DRAWING NO:

DRAWN: DATE: CHECKED:

TITLE:

SCALE AT 24x36:

AS SHOWN

CLIENT:

SITE:

PROJECT:

Artibus Design 3710 N. Roosevelt Blvd Key West, FL 33040

(305) 304-3512 www.ArtibusDesign.com

CA # 30835

Serge Mashtakov Professional Engineer

State of Florida License No 71480 this drawing is not valid without the signature and original seal

This item has been digitally signed and sealed by Serge Mashtakov, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

KEYS ENERGY SERVICES

STOCK ISLAND SUBSTATION

CONCRETE REPAIR

& RE-ROOFING

5901 OVERSEAS HWY

KEY WEST, FL 33040

COVER SHEET

12/01/25 JDH SAM

G-100 1

2.67ft 6.67ft

D1

Type and # of opening max pressure (psf) min pressure (psf)

Nominal Height

Nominal Width

Zone 1 1 1

Description Width, ft

Span, ft

Wind Pressure on Components and Cladding (ASCE 7, Ch 30 Part 1)

Area, ft2

Min P, PSF

Zone 2 1 1 1 +26.0 -134.0

Zone 3 1 +26.0 -182.5

Zone 4 1 1 1 -63.0

Zone 5 1 1 1

Enclosed - Building

N/A

Max P, PSF

1 1

+58.5 -78.0

3'-0"TYP.

3'-0

TY

P.

WALL WIND PRESSURE DIAGRAM

SCALE: NTS

ROOF NOT SHOWN

General Requirements:

1. Prior to starting any work, the Contractor shall review these plans and site conditions and notify the Engineer if any discrepancies are discovered.

2. The Engineer is not responsible for the supervision of the Contractor nor their employees during the construction. It is the Contractor’s responsibility to provide means and establish methods of the construction, to meet requirements of all applicable codes, industry standards, and requirements of these plans.

3. Quality of the work shall meet or exceed industry standard practices.

4. Any deviations from these plans shall be reviewed and pre-approved by the Engineer.

Submittals:

1. The Contractor shall provide electronic (pdf) submittals for All materials, products, and accessories used for this project (no exceptions).

2. All submittals shall be reviewed, dated, and signed by the General Contractor's representative prior submitting for Engineers review.

3. The Contractor shall prepare and maintain a submittal log for all products with a list of all submittals, their status, and dates of submittal/review.

4. The Contractor shall plan in advance for timely preparation of all submittals and allow 2-3 weeks for review and correction process.

Design Data:

1. Applicable Building Code: FBC Building 8th Edition (2023)

2. Applicable Design Loads: per ASCE/SEI 7-22

Roof Loads :

Roof Live: 20 psf, Roof Dead: 90 psf

Wall Loads :

Wall Dead: 100 psf

Floor Loads:

Floor Live: 100 psf, Floor Dead: 90 psf

Wind: Basic Wind Speed: 200 MPH, Exposure: D, Structural Category: III All wind pressures shown are ASD Design pressures (0.6 Load Factor)

3. Flood Design Loads: per ASCE 24-14, Flood Resistant Design and Construction Flood Zone: AE9

General Hardware:

1. Unless noted otherwise, exterior hardware shall be 304 or 316 Stainless Steel

1.1. Interior hardware shall be min. G185 galvanized (aka Zmax)

2. All stainless hardware shall have stainless steel screws and fasteners.

2.1. All other fasteners shall be ACQ Approved treated.

Aluminum Components:

1. Type 6061-T6 aluminum.

2. MIG weld all joints w/ continuous 1/8" weld. Use 5356 filler wire alloy.

3. All aluminum in contact with concrete, pt wood, dissimilar metals and other corrosive materials shall have contact surface coated with bituminous paint or protected by other Engineer approved method.

Windows & Doors:

1. All exterior windows shall be large and small missile impact rated.

2. All exterior windows shall have Florida product approval or NOA, exceeding the windloads specified on these plans. Product approval labels shall be permanently attached to the frame.

3. the contractor is responsible for field verifying measurements of all rough openings prior ordering. Dimensions shown on these plans are nominal.

4. Contractor shall coordinate door/window make, models, and accessories with owner.

5. Each door/window shall be one manufactured unit, tested to resist applicable wind and impact loads (i.e. do not install multiple individual units in the same rough opening, unless specified by the manufacturer and installed with appropriate reinforcement mullions)

6. Provide waterproof barrier between wall (wood, steel, concrete) and door/window (liquid applied flashing or peel and stick membrane)

7. Wind Pressure on Components and Cladding (Ch 30 Part 1)

ROOF WIND PRESSURES DIAGRAM

FLAT & GABLE ROOFS, Θ ≤ 7°

SCALE: NTS

Concrete:

1. Applicable Code ACI 318 latest edition. All concrete and concrete work shall meet the requirements of ACI 301 "Specifications for Structural Concrete" (latest addition).

2. All concrete elements shall have a min. compressive strength of 4000 psi unless otherwise noted on the plans (foundations to be 5,000 psi, see notes). Water/Cement ratio shall not exceed W/C=0.40.

3. All cast-in-place concrete shall be produced, placed, cured, and protected from overdrying per ACI 305R-10 "Hot Weather Concreting" and ACI 301 "Specifications for Structural Concrete".

4. All exposed edges shall have 1/2" chamfers.

5. No cold joints are allowed unless otherwise approved by the Engineer.

6. TESTING: All Field and Laboratory Testing shall be performed by an independent specialized company.

6.1. The contractor is responsible for all scheduling, coordination, and cost of the testing company.

6.2. A minimum of Three (3) compressive strength samples shall be taken at each of the following sampling frequencies.

6.2.1. Each day of concreting and for every concrete mix

6.2.2. Every 50 cubic yards

6.2.3. Every 2000 sq.ft. of slab area

6.3. All testing shall be per latest ACI and ASTM requirements.

6.4. Laboratory shall supply digitally signed&sealed report results to the Engineer.

7. Cast-in-place and precast member erection tolerances shall be as specified in the table 8.2.2 or in section 8.3 of "PCI design handbook/sixth edition".

8. Concrete anchor epoxy shall be Simpson Set-3G or Hilti HIT-RE 500 V3, installed in strict conformance with the manufacturer's specifications. Cast in place anchors shall be headed anchor bolts or "l" hook bolts.

Reinforcement (All rebar to be GFRP):

1. WHERE SPECIFIED, REINFORCING SHALL BE GLASS FIBER REINFORCED POLYMER

(GFRP) REBAR CONFORMING TO ASTM DESIGNATION D7957 (MST Bar, or approved equal)

2. GFRP REBAR CONSTRUCTION SHALL MEET THE REQUIREMENTS OF ACI SPEC-440.5

"Construction with Glass Fiber Reinforced Polymer Reinforcing Bars - Specification" (latest addition).

3. REINFORCEMENT SHALL USE VINYL ESTER RESIN AND GLASS FIBERS CLASSIFIED AS

"E-CR" OR "R" THAT MEET THE REQUIREMENTS OF ASTMD578

4. MIN. TENSILE STRENGTH (Fu) = 145 KSI

5. MIN. MODULUS OF ELASTICITY (E) = 8,700 KSI

5.1. #3 REBAR MAY HAVE A MIN. (E) OF = 6,600 KSI

6. ALL REINFORCEMENT SHALL BE CONTINUOUS. STAGGER SPLICES IN ADJACENT

BARS. LAP SPLICES SHALL BE PER CURRENT ACI 440 MINIMUM LAP LENGTH

REQUIREMENTS AND MANUFACTURER'S REQUIREMENTS.

7. HOLD REINFORCEMENT IN ITS INTENDED POSITION WITH DEVICES SUFFICIENTLY

NUMEROUS TO PREVENT DISPLACEMENT. ONLY PLASTIC CHAIRS, CENTRALIZERS AND

TIES SHALL BE USED FOR REBAR SUPPORT.

8. GFRP REINFORCEMENT SHALL BE PROTECTED FROM SUNLIGHT.

9. MINIMUM BAR COVERAGE SHALL BE AS FOLLOWS:

3" FOR CONCRETE CAST AGAINST EARTH.

2" FOR ALL OTHER REBAR.

10.MINIMUM CLEARANCE BETWEEN BARS SHALL BE 2".

11.MINIMUM REINFORCING LAP SPLICES/DEVELOPMENT LENGTHS (MIN. F'c=3 KSI):

BAR SIZE HOOK LENGTH (IN) SPLICE LENGTH (IN)

#3 4.5 13 #4 5.5 18 #5 7.5 35 #6 9.0 50

12.STAGGER NON-CONTACT SPLICES IN WALLS SO THAT NO TWO ADJACENT BARS ARE

SPLICED IN THE SAME LOCATION.

13.REINFORCING SHALL BE CONTINUOUS THROUGH ALL COLD JOINTS WITH FULL LAP

LENGTHS ON EACH SIDE, MINIMUM .

14.ALL REINFORCEMENT SHALL BE BENT BY MANUFACTURER. FIELD BENDING IS NOT

PERMITTED

15.WET SETTING OF REINFORCING BARS IN FOOTINGS AND WALLS IS NOT PERMITTED

CONCRETE REPAIRS:

1. Repair area shall have a simplified geometry (typically rectangular). Depth of repair shall be consistent throughout repair area. Sudden changes in repair depth will cause cracking.

2. Sawcut perimeter of repair area (3/4" deep), to avoid feathered edges of repair material. Do not cut rebar.

3. Remove all loose and unsound concrete, by impact breaker. Impact breaker shall not exceed 30 lb; 15 lb impact breaker is preferred (to limit "concrete bruising")

3.1. Contractor shall verify that no concealed electrical conduit exists.

3.1. If prestressing strands or post tensioning tendons are encountered, stop work immediately and contact e.o.r.

4. Expose all rebar (in repair area) from all sides (1" clr. all around rebar)

5. Remaining sound concrete surfaces shall be roughened to 1/4" amplitude

6. Clean all exposed rebar by mechanical means to bare steel (sspc-sp15).

7. All existing concrete and reinforcement shall be thoroughly cleaned of any bond inhibiting material (dust, dirt, grease, laitance, etc.)

8. Prime existing reinforcement w/ "sika armatec 110 epocem" or approved equal.

Follow manufacturer instructions for surface preparation, application, and curing.

9. All rebar with loss of section over 20% shall be duplicated with new rebar of equal size.

10. Minimum concrete cover shall be 2" unless otherwise is approved by the engineer.

11. Install sacrificial anodes "galvashield xp compact" (or approved equal) as shown on the repair details. Install in strict conformance w/ manufacturer specifications, including testing with an ohmmeter for continuity.

11.1. Note: do not install anodes to GFRP rebar

12. Concrete repair material

12.1. Small patch (formed & poured) repairs (depth up to 8", area up to 10 ft2): use "sikacrete 211 scc plus" repair mortar. Strictly follow manufacturer instructions for surface preparation, mixing, application, and curing.

12.2. Large repairs (including full depth slab, beam, or column repair/replacement): use 4000 psi concrete mix with w/c ratio 0.4 max. with high range plastesizer, and a corrosion inhibiting admixture (Calcium Nitrite (>30%), meeting ASTM C1582 & ASTM G109, min. 3 gal/cy). existing conc. surfaces shall be roughened to 1/4" amplitude, clean, and saturated surface dry (ssd) at time of new concrete placement.

12.3. Overhead trowel repair applications (small depth slab and beam repairs): use "sikaquick® voh" or "sikatop® 123 plus" trowel grade repair mortars. Strictly follow manufacturer instructions for surface preparation, mixing, application, and curing.

13. ! Moist curing for minimum of 4 days is required. Follow hot weather concreting guidelines.

14. The contractor is responsible for any shoring/reshoring and temporary supports of all structural elements during the repair and throughout the full concrete curing period.

15. Where concrete columns are to be repaired or replaced, repairs of columns shall be staggered, no two adjacent columns shall be repaired simultaneously.

16. Refinish all work to match existing finishes and as coordinated with owner.

3 2

3'-0"

TYP.

N/A

+58.5

REVISION: PROJECT NO:

2511-02

DRAWING NO:

DRAWN: DATE: CHECKED:

TITLE:

SCALE AT 24x36:

AS SHOWN

CLIENT:

SITE:

PROJECT:

Artibus Design 3710 N. Roosevelt Blvd Key West, FL 33040

(305) 304-3512 www.ArtibusDesign.com

CA # 30835

Serge Mashtakov Professional Engineer

State of Florida License No 71480 this drawing is not valid without the signature and original seal

This item has been digitally signed and sealed by Serge Mashtakov, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

KEYS ENERGY SERVICES

STOCK ISLAND SUBSTATION

CONCRETE REPAIR

& RE-ROOFING

5901 OVERSEAS HWY

KEY WEST, FL 33040

GENERAL

NOTES

S-100 1

REPAIR PLAN - CONTROL BUILDING

SCALE:1/2" = 1'-0"

TYP. REPAIRS THROUGHOUT

1. ROUTE AND SEAL WALL CRACKS (PER ELEVATIONS AND TYP. DETAIL)

2. STUCCO ALL REPAIRED AND DAMAGED AREAS TO MATCH EXISTING

3. REPAINT INTERIOR CEILING

3.1. REMOVE ALL DAMAGED, DELAMINATED, AND FLAKING PAINT

3.2. INTERIOR CONCRETE PAINT (MATCH EXIST. COLOR)

3.3. PREP AND PAINT IN STRICT CONFORMANCE W/ MANUFACTURER SPECS)

4. REPAINT INTERIOR WALLS (WHERE DAMAGED AND/OR REPAIRED)

4.1. INTERIOR CONCRETE PAINT TO MATCH EXISTING

4.2. PREP AND PAINT IN STRICT CONFORMANCE W/ MANUFACTURER SPECS)

5. REPAINT ENTIRE EXTERIOR (COLOR PER OWNER)

5.1. REMOVE ALL DAMAGED, DELAMINATED, AND FLAKING PAINT

5.2. PREP SURFACE IN STRICT CONFORMANCE W/ MANUFACTURER SPECS

5.3. PRIMER (LOXON CONCRETE PRIMER, 1 COAT, 5.3 - 8.0 MILS WET)

5.4. PAINT (LOXON XP, 2 COATS, 14.5 - 18.5 MILS WET PER COAT)

6. ALL PAINTING SHALL OCCUR 28 DAYS AFTER CONCRETE REPAIR

RECONSTRUCT:

CONC. DOOR OPENING

(PER DETAIL)

REMOVE AND

REPLACE:

ALUMINUM AWNING

(PER DETAIL)

PARTIAL SECTION REPAIR:

CMU VERT. REBAR

±20 L.F.

(PER DETAIL)

PATCH REPAIR:

CONC. STEP

±1 S.F.

(PER S-100)

ROOFING

REPLACE ROOFING IN ITS ENTIRETY

[FL4930-R26, SYSTEM C-231]

(FIBERTITE-XT FB, 60-MIL ROOFING,

BONDED TO CONCRETE)

(PROVIDE ALL DETAILS AND EDGE

CONDITIONS PER MANUFACTURER

SPECS)

[CONTACT E.O.R. IF CONCRETE

ROOF DECK IS DAMAGED]

RECONSTRUCT:

WALL CORNER

±12 L.F.

(PER DETAIL)

PARTIAL SECTION REPAIR:

CORRODED HORIZONTAL JOINT

REINFORCEMENT (HJR)

±50'

(PER DETAIL)

PATCH REPAIR:

ROOF OVERHANG

±0.5 S.F.

(PER S-100)

RECONSTRUCT:

WALL CORNER

±12 L.F.

(PER DETAIL)

PARTIAL SECTION REPAIR:

CMU VERT. REBAR

±20 L.F.

(PER DETAIL)

PARTIAL SECTION REPAIR:

CORRODED HORIZONTAL JOINT

REINFORCEMENT (HJR)

±90'

(PER DETAIL)

INTERIOR TOPPING SLAB

PARTIAL SECTION REPAIR:

±90 S.F.

(PER DETAIL)

+56.0 -61.0

3.00ft 6.67ft

D1

NOTE:

COORDINATE ALL WORK WITH KEYS

ENERGY SERVICES AS REQUIRED TO

PROTECT EXIST. EQUIPMENT

NEW:

ALUMINUM AWNING

(PER DETAIL)

PARTIAL SECTION REPAIR:

CORRODED HORIZONTAL JOINT

REINFORCEMENT (HJR)

±20'

(PER DETAIL)

REPLACE DOOR

ALUMINUM OUTSWING (NO GLAZING)

POWDER COAT WHITE

316 STAINLESS MARINE GRADE HARDWARE

+56.0 -61.0

3.00ft 6.67ft

D1

REPLACE DOOR

ALUMINUM OUTSWING (NO GLAZING)

POWDER COAT WHITE

316 STAINLESS MARINE GRADE HARDWARE

REVISION: PROJECT NO:

2511-02

DRAWING NO:

DRAWN: DATE: CHECKED:

TITLE:

SCALE AT 24x36:

AS SHOWN

CLIENT:

SITE:

PROJECT:

Artibus Design 3710 N. Roosevelt Blvd Key West, FL 33040

(305) 304-3512 www.ArtibusDesign.com

CA # 30835

Serge Mashtakov Professional Engineer

State of Florida License No 71480 this drawing is not valid without the signature and original seal

This item has been digitally signed and sealed by Serge Mashtakov, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

KEYS ENERGY SERVICES

STOCK ISLAND SUBSTATION

CONCRETE REPAIR

& RE-ROOFING

5901 OVERSEAS HWY

KEY WEST, FL 33040

REPAIR PLAN

S-101 1

SOUTH ELEVATION - CONTROL BUILDING

ROUTE & SEAL

±3 L.F

ROUTE & SEAL

±2 L.F

ROUTE & SEAL

(AROUND STOOP)

±13 L.F

RECONSTRUCT:

CONC. DOOR

OPENING

(PER DETAIL)

RECONSTRUCT:

ALUMINUM AWNING

(PER DETAIL)

PARTIAL SECTION REPAIR:

CMU VERT. REBAR

±20 L.F.

(PER DETAIL)

RECONSTRUCT:

WALL CORNER

±12 L.F.

(PER DETAIL)

PATCH REPAIR:

CONC. STEP

±1 S.F.

(PER S-100)

PARTIAL SECTION REPAIR:

CORRODED HORIZONTAL

JOINT REINFORCEMENT (HJR)

±90'

(PER DETAIL)

REPLACE DOOR

EAST ELEVATION - CONTROL BUILDING

PARTIAL SECTION REPAIR:

CORRODED HORIZONTAL

JOINT REINFORCEMENT (HJR)

±50'

(PER DETAIL)

PATCH REPAIR:

ROOF OVERHANG

±0.5 S.F.

(PER S-100)

ROUTE & SEAL

20 L.F.

NORTH ELEVATION - CONTROL BUILDING

RECONSTRUCT:

WALL CORNER

±12 L.F.

(PER DETAIL)

PARTIAL SECTION

REPAIR:

CMU VERT. REBAR

±20 L.F.

(PER DETAIL)

PARTIAL SECTION

REPAIR:

CORRODED HORIZONTAL

JOINT REINFORCEMENT

(HJR)

±20'

(PER DETAIL)

WEST ELEVATION - CONTROL BUILDING

ROUTE & SEAL

±2 L.F

ROUTE & SEAL

±14 L.F

NEW:

ALUMINUM

AWNING

(PER

DETAIL)

REPLACE

DOOR

REVISION: PROJECT NO:

2511-02

DRAWING NO:

DRAWN: DATE: CHECKED:

TITLE:

SCALE AT 24x36:

AS SHOWN

CLIENT:

SITE:

PROJECT:

Artibus Design 3710 N. Roosevelt Blvd Key West, FL 33040

(305) 304-3512 www.ArtibusDesign.com

CA # 30835

Serge Mashtakov Professional Engineer

State of Florida License No 71480 this drawing is not valid without the signature and original seal

This item has been digitally signed and sealed by Serge Mashtakov, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

KEYS ENERGY SERVICES

STOCK ISLAND SUBSTATION

CONCRETE REPAIR

& RE-ROOFING

5901 OVERSEAS HWY

KEY WEST, FL 33040

ELEVATIONS

S-102 1

DETAIL - RECONSTRUCT DOOR OPENING

SCALE: 3

4" = 1'-0"

'-0

REMOVE DAMAGED

WALL AT DOOR OPENING

AND RECONSTRUCT AS

SHOWN BELOW

'-2

V .I .F

'-6

L A P

'-1

R

.O

(C O

O R

D

W D

O O

R M

A N

U F A C

T U

R E R

EXIST. FLOOR

SLAB

(RECONSTRUCT

THRESHOLD IF

REQUIRED)

±3'-4" R.O.

(COORD. W/ DOOR

MANUFACTURER)

8" TYP.

EXIST. CONC.

GRADE BEAM

EPOXY 12" INTO EXIST. GRADE BEAM

8"X8" TIE COLUMN W/ (1) #5 GFRP

VERT.

9"X9" #3 GFRP TIE AT 24" O.C.

(BOND CAST W/ EXIST. CMU OR

EPOXY 5" WHERE ADJACENT CELLS

ARE GROUTED SOLID)

BOND CAST 4" MIN.

(WHERE ADJACENT CELLS ARE

UN-GROUTED)

24" #5 GFRP TIE (LAP W/ HORIZ.)

(BOND CAST W/ EXIST. CMU OR

EPOXY 5" WHERE ADJACENT CELLS

ARE GROUTED SOLID)

EPOXY 5" INTO EXIST. BOND BEAM

8" WIDE HEADER W/ #5 GFRP AT 16"

O.C. MAX. EA. WAY

(MIN. (1) #5 TOP & BOT.)

EXIST. CONC.

BOND BEAM

INSTALL NEW 3068 ALUM. DOOR PER

FL PRODUCT APPROVAL

[COORDINATE MODEL WITH OWNER]

FINISH ALL WORK TO MATCH EXIST.

2" CVR.

(TYP.)

SAW CUT IN CLEAN STRAIGHT LINES

CUT EXIST. REBAR FLUSH

EXIST. CMU

WALL

EXISTING BOND BEAM TO REMAIN

EXISTING FOUNDATION

REPLACE WALL CORNER (SEE PLAN

VIEW DETAILS) AND BOND CAST

COLUMN TO ADJACENT CMU

[PREFERRED] LAP VERTICAL REBAR

WITH EXISTING REBAR

[ALTERNATE: EPOXY DOWEL NEW

VERTICAL REBAR (12" MIN.) WHERE

EXISTING REBAR IS REMOVED OR

WHERE **SIGNIFICANT SECTION LOSS

IS PRESENT]

R E C

O N

S T R

U C

T F

U L L H

E

IG

H T O

F T

IE

-C

O L U

M N

2" MIN. COVER (TYP.)

[NOTE: INTERIOR FACE MAY

HAVE 1 12" MIN. COVER]

ROOF STRUCTURE

NOT SHOWN HERE

EXTEND REPLACEMENT OF

THE CONCRETE

TIE-COLUMN 6" MIN.

BELOW EXIST. GRADE

SAW CUT IN CLEAN STRAIGHT LINES

** SIGNIFICANT SECTION LOSS

SHALL BE ANY REBAR

WHERE THE DIAMETER HAS

BEEN REDUCED BY 18" OR

GREATER IN ANY DIRECTION

AT ANY LOCATION, AFTER

WIRE BRUSHING

TYP. DETAIL - RECONSTRUCT WALL CORNER

SCALE: N.T.S.

L A P S

P L

IC

E W

/I N

C O

L U

M N

T

IE

S P E R

S P L

IC

IN

G

T A B

L E

ADD "GALVASHIELD XP Compact" (OR

APPROVED EQUAL) TO EA. EXISTING

REBAR (TIE TO EXIST. REBAR,

STAGGER LOCATIONS, AND INSTALL

IN STRICT CONFORMANCE WITH

MANUFACTURER SPECS.)

(TYP. THROUGHOUT)

[PREFERRED] LAP VERTICAL REBAR

WITH EXISTING REBAR

[ALTERNATE: EPOXY DOWEL NEW

VERTICAL REBAR (12" MIN.) WHERE

EXISTING REBAR IS REMOVED OR

WHERE **SIGNIFICANT SECTION LOSS

IS PRESENT]

SLOPE & VENT TOP OF REPAIR

TO PREVENT AIR ENTRAPMENT

DURING PLACEMENT OF CONC.

PREPARE EXIST. CONC. SURFACE

PER NOTES ON S-100 (TYP.

THROUGHOUT)

1'-4"

'-4

PLAN VIEW

8X16X16 TIE-COLUMN

SCALE: NTS

CONSTRUCT NEW 8"x16"X16" CONC.

TIE-COLUMN

W/ (6) #5 GFRP VERT. REBAR &

#3 GFRP DOUBLE STIRRUPS @ 10"

O.C.

BOND CAST COLUMN

TO ADJACENT CMU

WHERE ADJACENT

CMU IS DAMAGED,

REMOVE DAMAGED

CONC. AND PATCH

W/ REPAIR MORTAR

(PER S-100)

A A

TYP. DETAIL - DOOR AWNING

SCALE:3" = 1'-0"

1'-8"

CONC. OR GROUT

FILLED CMU WALL

(V.I.F., OTHERWISE

POUR CELLS SOLID)

2X2X 14" ALUMINUM TUBE

(AS SHOWN)

(TYP. ALL FRAMING)

MITER FRAME CORNER

[ALT: PROVIDE END PLATE]

(TO AVOID OPEN TUBE ENDS)

(TYP. THROUGHOUT)

NOTES:

1. FINISH ALUMINUM TO ELIMINATE SHARP EDGES

2. POWDER COAT AFTER FABRICATION

2.1. COLOR BY OWNER

3. INSTALL AWNING (AGAINST WALL) IN FULL BED OF MARINE GRADE SEALANT (3M 5200)

4. INSTALL SCREW ANCHORS IN STRICT CONFORMANCE WITH MANUFACTURER SPECIFICATIONS. DO NOT OVERTIGHTEN

'-0

±1'-10 3/8"

SIDE ELEVATION (SIDE FRAME) SECTION A-A

4" ALUMINUM PLATE

4'-0"

A L

IG

N

CENTER SUPPORT

(BETWEEN (TOP & BOT.)

CROSS MEMBERS)

CROSS MEMBER (TOP)

BOTTOM SCREW ANCHOR

(THD50600H6SS)

(TYP. OF 2)

TOP SCREW ANCHOR

(THD50800H6SS)

(TYP. OF 3)

5"

3/16

TYP

FRAME

3/16

TYP

PLATE TO

FRAME2"-6"

WALL OPENING

(FOR REFERENCE)

CROSS MEMBER (BOT.)

CROSS MEMBER (TOP)

FLASHING AND

COUNTER FLASHING

W/ SEALANT

(316 STAINLESS)

MIN. 18" ALUMINUM PLATE

ON SIDE FRAME

(TYP.)

10"

SIDE FRAME

REVISION: PROJECT NO:

2511-02

DRAWING NO:

DRAWN: DATE: CHECKED:

TITLE:

SCALE AT 24x36:

AS SHOWN

CLIENT:

SITE:

PROJECT:

Artibus Design 3710 N. Roosevelt Blvd Key West, FL 33040

(305) 304-3512 www.ArtibusDesign.com

CA # 30835

Serge Mashtakov Professional Engineer

State of Florida License No 71480 this drawing is not valid without the signature and original seal

This item has been digitally signed and sealed by Serge Mashtakov, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

KEYS ENERGY SERVICES

STOCK ISLAND SUBSTATION

CONCRETE REPAIR

& RE-ROOFING

5901 OVERSEAS HWY

KEY WEST, FL 33040

DETAILS

S-103 1

TYP. DETIAL - HORIZONTAL JOINT REINFORCEMENT (HJR)

SCALE: N.T.S.

EXISTING

CONDITION

INTERMEDIATE

CONDITION

REPAIRED

CONDITION

CORRODED EXTERIOR

WIRE OF H.J.R.

INTERIOR WIRE TO

REMAIN IF UNDAMAGED

REMOVE CORRODED

WIRE AND MIN 1" X1"

SURROUNDING

CONCRETE

REMAINING CONC.

SURFACE SHALL BE

SLIGHTLY DOVETAILED

TO AVOID DELAMINATI0N

OF REPAIR

PROVIDE CONCRETE PATCH REPAIR

MORTAR (PER REPAIR NOTES S-100)

(PACKED INTO VOID)

PROVIDE 9 GAUGE STAINLESS LADDER HJR

(CENTERED IN REPAIR)(CUT HJR AS SHOWN

BELOW)

NOTE: EXTEND REPAIR A MIN. OF 2' BEYOND THE VISIBLE WALL CRACK.

NOTE: PROVIDE NON-METALIC BACKING

(MESH, FOAM, ETC) AS REQUIRED TO PLACE

REPAIR MORTAR

TYPICAL DETAIL

PARTIAL SECTION REPAIR DETAIL - CMU VERTICAL REBAR

SCALE:N.T.S.

SAWCUT ±5"X5" CHANNEL IN CMU

WALL TO REMOVE CORRODING

VERTICAL REBAL

(CONTACT E.O.R. IF CORROEDE

REBAR DOES NOT EXIST. AT

CRACK LOCATION)

ENLAY NEW #5 GFRP REBARMAINTAIN 1" CLR. TO EXIST.

CONCRETE TO ALLOW FOR

CONCRETE TO FLOW AROUND

REBAR

M

IN

C L R

C

V R

(T

Y P

O N

A L L R

E B

A R

L E N

G T H

O F C

R A C

K

IN

C M

U W

A L L A

N D

C O

R R

O E D

E D

R E B

A R

E X T E N

D R

E P A

IR

A M

IN

B

E Y O

N D

C O

R R

O D

E D

R E B

A R cut exist. rebar at end of repair area

FORM AND POUR NEW CONC.

TOP VIEW ELEVATION VIEW

18" #5 GFRP REBAR

EPOXIED 6" INTO EXIST.

CONC.

PREPARE EXIST.

CONC. SURFACE PER

NOTES ON S-100

(TYP. THROUGHOUT)

TYP DETAIL - ROUT & SEAL CONC. CRACKS

SCALE:N.T.S.

DEPTH = 1.0-1.5 TIMES

CHANNEL WIDTH

1. ROUT ±1

4" WIDE CHANNEL ALONG CRACK IN CONC.

2. PREPARE SURFACE ACCORDING TO SEALANT MANUFACTURER SPECIFICATIONS

3. INSTALL POLYURETHANE BASED, NON-SAG, ELECTROMETRIC SEALANT

3.1. USE TEXTURED SEALANT TO MATCH AESTHETICS

3.2. MOR-FLEXX, OR APPROVED EQUAL

4. TOOL AND PAINT TO MATCH EXISTING FINISH

NOTE:

THIS REPAIR IS INTENDED TO SEAL CONCRETE

CRACKS TO MITIGATE WATER INTRUSION.

EXIST. CRACK IN CONC.

TYP. DETAIL - FLOOR TOPING REPAIR

SCALE:N.T.S.

LIMIT OF DAMAGED CONC.

2" SAWCUT IN CLEAN

STRAIGHT LINES

REMOVE DAMAGED CONCRETE

ROUGHEN, CLEAN, AND

PREPARE SUBSTRATE

MATERIAL IN STRICT

CONFORMANCE WITH

MANUFACTURER

SPECIFICATIONS

LIMIT OF REPAIR SHOULD BE

RECTANGULAR CONSISTING OF CLEAN

STRAIGHT LINES (EXTEND REPAIR

BEYOND THE LIMIT OF DAMAGE)

EXTEND REPAIR DEPTH TO

BOND DIRECTLY W/ SUB

FLOOR SLAB

±4" SUB FLOOR SLAB

(PER ORIGINAL PLANS)

±2" HARDENED TOPPING

(PER ORIGINAL PLANS)

MAINTAIN EXIST. EMBEDS

NOTES:

· REPAIR MATERIAL: SIKACRETE 211 SCC PLUS

· COORDINATE REPAIR AREA AND EXISTING

EQUIPMENT W/ KEYS ENERGY

· FINISH REPAIR AREA TO MATCH EXIST.

EXAMPLE OF DAMAGED

CONC. TOPING (SHOWN

FOR REFERENCE)

REVISION: PROJECT NO:

2511-02

DRAWING NO:

DRAWN: DATE: CHECKED:

TITLE:

SCALE AT 24x36:

AS SHOWN

CLIENT:

SITE:

PROJECT:

Artibus Design 3710 N. Roosevelt Blvd Key West, FL 33040

(305) 304-3512 www.ArtibusDesign.com

CA # 30835

Serge Mashtakov Professional Engineer

State of Florida License No 71480 this drawing is not valid without the signature and original seal

This item has been digitally signed and sealed by Serge Mashtakov, PE on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

KEYS ENERGY SERVICES

STOCK ISLAND SUBSTATION

CONCRETE REPAIR

& RE-ROOFING

5901 OVERSEAS HWY

KEY WEST, FL 33040

DETAILS

S-104 1

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 proposals must remain firm for 120 days minimum.

BIDDER QUALIFICATIONS

Please provide this information in your bid response.

CITY/COUNTY LICENSING

For the term of the contract, Contractor shall maintain City of Key West and Monroe County licenses and/or other requirements to work within the City or County limits. Contractor should provide KEYS with a copy of all licenses.

COMPLETENESS OF PROPOSAL

A. Each Bidder shall respond to all items on Proposal Page. When quoting on all items including optional items, bidders shall insert the words

“No Bid” in the space provided for any item for which no offer is made. Failure to do so may result in the Proposal being rejected as not responsive.

B. KEYS will consider alternative, additive, or deductive options with no initial pricing.

C. Each Proposal shall include specific acknowledgment of receipt of all Addenda issued during the bidding period. Failure to do so may result in the Proposal being rejected as not responsive.

D. Each Bidder shall furnish information relating to its experience, facilities, material, equipment and business as is required by the Proposal form. Failure to do so may result in the Proposal being rejected as not responsive.

E. Additional technical data furnished by a Bidder, but not required by the Request for Proposal (RFP), may at KEYS’ option be considered part of the Proposal to the extent that it is supplementary to, is consistent with and not contrary to the RFP.

KEYS BID 02-26 SPECIFICATIONS FOR US1 SUBSTATION CONCRETE REPAIRS

& ROOFING

CONTACT REFERENCES

KEYS contact for bidding requirements and technical specifications: Tyler Randolph, Supervisor of Purchasing, Tyler.Randolph@keysenergy.com or purchasing@keysenergy.com.

CONTRACT DURATION

The duration of the base contract shall be for one year from the date of execution by the Utility Board. KEYS reserve the right to cancel this contract without cause with 30 days written notice and with cause within 10 days.

CONTRACT CHANGES

No changes, over the contract period, shall be permitted unless prior written approval is given by the Utility Board of the City of Key West, Florida. No Contractor shall assign the contract or any rights or obligations there under without the written consent of KEYS. In the event of such approved subcontracting, contractor agrees to provide KEYS with written documentation relative to the Subcontractor(s) employed in this contract.

CONTRACT COMPLIANCE

All contracts are subject to the terms and conditions of the Fair and Accurate Credit Transactions Act of 2003. The said provisions and compliance therewith are expressly made part of the contract and are binding covenants on the party contracting with KEYS.

CONTRACTOR LIABILITY

In the event of default by Contractor, KEYS reserves the right to utilize the next lowest Bidder as the new Contractor. In the event of this occurrence, the next lowest Bidder, if it wishes the award, shall be required to provide the bid items at the prices as contained on its proposal or bid for this specification.

CONTRACTOR’S RESPONSIBILITIES

A. Contractor shall be responsible for all loss, damage, vandalism, theft, etc. for all equipment, tools, materials, etc. left on the job site.

B. Contractor shall be responsible for maintaining the site in a clean condition during installation. Contractor and KEYS at which time the site should be cleaned up will make a final walk down of the sites.

C. Prior to completion of demobilization, Contractor shall remove all construction materials, waste, demolition debris, excess materials, temporary installation, etc. that have not been specifically turned over and accepted by KEYS.

D. Contractor shall be responsible for any and all costs for cleanup of oil or gasoline spills which result from his equipment or from any work performed as part of this contract.

E. Permit violations or environmental damage caused by contractor shall be mitigated or repaired by contractor, at contractor’s expense, to the satisfaction of the governing authority citing such damage.

F. Items discussed in this section are not intended to be all-inclusive of Federal, State, and Local Laws and Regulations. Information is provided as anticipated minimum requirements. Contractor shall be familiar and comply with all requirements of applicable laws and regulations.

G. Contractor will assume total responsibility for materials, delivery to/from job site, installation, and testing of system.

DELIVERY

A. Delivery, inspection and acceptance - delivery, inspections and acceptance will be at destination, F.O.B. Key West as specified in the RFP, KEYS Warehouse, unless otherwise provided. Until delivery and acceptance and after any rejections, risk of loss will be on the Vendor, unless loss results from negligence of KEYS.

B. Notwithstanding the requirements for any KEYS inspection and test contained in the specifications applicable to this proposal, except where specialized inspections or tests are specified for performance solely by KEYS, contractor shall perform or have performed the inspections and tests required to substantiate that the supplies and services provided under this proposal conform to the drawings, specifications and proposal requirements listed herein, including if applicable, the technical requirements for the manufacturer’s part numbers specified herein.

C. Delivery of Excess Quantities – Contractor is responsible for the delivery of each item quantity within allowable variations, if any.

If contractor delivers and KEYS receives quantities of any item in excess of the quantity called for (after considering any allowable variations of quantity) such excess quantities will be treated as being delivered for the convenience of contractor. KEYS may retain such excess quantities without compensating the interests herein. Quantities in excess, will at the option of KEYS, either be returned at contractor’s expense, or retained and paid for by KEYS at the contract unit price.

D. Deliveries – In the event of failure to deliver material of the quality or within the time specified, KEYS may cancel the order and buy elsewhere. Contractor will be responsible for any cost differences encountered in the procurement of materials. Failure of KEYS to exercise this option with respect to any installment shall not be deemed a waiver with respect of future installments, if any.

E. Delivery tickets – All shipments under this agreement shall be accompanied with delivery tickets, or packing slips, in triplicate, which shall contain the following minimum information: name of supplier, purchase order number, date of order, date of delivery or shipment, itemized list of supplies or services furnished, quantity, unit price, and extension of each line item. Upon delivery, the Warehouse will retain a copy of the related delivery ticket.

F. Inspection, Acceptance and Title – Inspection and acceptance will be at destination, unless otherwise provided. Title and risk of loss or damage to all items shall be the responsibility of the contract supplier until accepted by KEYS in writing.

ENTIRE AGREEMENT

The terms, specifications and/or drawings included in a duly executed contract will constitute the entire agreement between the parties. No modification or waiver of terms of this agreement shall be binding, unless in writing, signed by a duly authorized representative of KEYS.

mailto:Tyler.Randolph@keysenergy.com mailto:purchasing@keysenergy.com

ERROR IN BID CALCULATION

In the event there is a mathematical error in the bid, KEYS will recalculate using the line items and correct the total.

EXECUTION OF PROPOSAL

If a Proposal is made by a partnership, it shall contain the name and address of each partner and shall be executed in the partnership name, followed by the handwritten signature of a partner authorized to execute the Proposal for the partnership. If a Proposal is made by a corporation, it shall be executed in the name of the corporation, followed by the handwritten signature of an officer authorized to execute the Proposal for the corporation, and the printed or typewritten designation of the office he holds in corporation. Another partner of the partnership or official of the corporation shall attest to the authority of the person executing the Proposal. KEYS may require any Bidder to furnish certified copies of extracts of the minutes of meetings of the governing body of the Bidder authorizing execution of the Proposal and Contract Documents.

FORCE MAJEURE

KEYS shall not be liable in any way to contractor as a result of an event, circumstance or act of a third party that is beyond a party’s reasonable control (e.g. an act of God, and act of the public enemy, an act of a government entity, strikes or other labor disturbances, hurricanes, earthquakes, fires, floods, epidemics, embargoes, war and riots).

LITIGATION SEARCH

KEYS reserve the right to conduct a litigation search on contractor’s history of past litigation.

LIQUIDATED DAMAGES

In the event the Scope of Work is not substantially complete on or before August 1, 2026, liquidated damages shall be payable by Contractor to KEYS in the amount of $500.00 per day for each day the Scope of Work is not substantially complete.

The parties recognize that the damages to be incurred by KEYS as a result of delay in completion of the Scope of Work are difficult to estimate at this time and would be difficult for KEYS to prove. The parties intend that the payment of Liquidated Damages set forth above would serve to compensate KEYS for its damages resulting from such delay in completion, and constitutes a reasonable, good faith approximation of such damages. The liquidated damages set forth herein are not intended to, nor shall be construed to, function as a penalty, and shall not preclude other remedies available to KEYS at law or in equity.

MODIFICATION OF PROPOSAL

A modification of a proposal already received will be considered only if the modification is received prior to the time last announced for opening Proposals. All modifications shall be made in writing, executed and submitted in the same form and manner as the original proposal, fax or E-mail.

Phone modifications will not be considered.

NOTICE TO PROCEED

KEYS will issue the successful bidder a Notice to Proceed after the following activities have been completed: 1) the Performance Bond and Insurance Certificates have been received and approved by KEYS, 2) a meeting has been held and issues regarding environmental, lien releases, payment procedures, safety, security, and use of sub-contractor notification were discussed. The successful bidder will be asked to complete the signature to acknowledge receipt of this notice.

OPENING PROPOSALS

At the time and place last announced for opening Proposals, each Proposal which has been received prior to the time last announced for opening Proposals, except those which have been properly withdrawn, will be publicly opened and read aloud, irrespective of any irregularities or informalities in such Proposals.

KEYS INSPECTIONS/MEETINGS

KEYS will make inspections and/or meetings as deemed necessary to ensure that all work is being performed in compliance with these specifications and guarantees.

PAYMENT

Payment will be made after acceptance of services and materials and within 30 days after receipt of invoice. KEYS will hold 5% retention until 30 days after project completion and final acceptance. Contractor will complete and submit the provided Contractor’s Request for Payment form, prior to any payment of draw request. Contractor’s request for payment shall be accompanied by a breakdown of material and labor associated with that particular request. KEYS does not pay service charges on late payments.

PENALTIES

KEYS reserves the right to increase or decrease quantities shown without penalties.

PERFORMANCE BOND

Within ten (10) days after contractor receives the Notice of…