FWC 26.27-31 Addendum1.pdf

Florida Fish and Wildlife Conservation Commission

Commissioners Rodney Barreto Chairman Coral Gables

Steven Hudson Vice Chairman Fort Lauderdale

Preston Farrior Tampa

Joshua Kellam Palm Beach Gardens

Gary Lester Oxford

Albert Maury Coral Gables

Sonya Rood St. Augustine

Office of the Executive Director Roger A. Young Executive Director

Charles “Rett” Boyd Assistant Executive Director

George Warthen Chief Conservation Officer

Jessica Crawford Chief of Staff

850-487-3796

850-921-5786 FAX

Managing fish and wildlife resources for their long-term well-being and the benefit of people.

620 South Meridian Street Tallahassee, Florida 32399-1600 Voice: 850-488-4676

Hearing/speech-impaired:

800-955-8771 (T) 800-955-8770 (V)

MyFWC.com

DATE:

ADDENDUM NO.:

BID NO.:

BID TITLE:

UPDATE:

OCTOBER 26, 2026

FWC 26/27-31

APALACHICOLA BAY OYSTER RESTORATION

Q&A, REVISED SOW AND REVISED PRICE SHEET ADDENDUM

The enclosed addendum has been issued for consideration in the preparation of your response to the Florida Fish and Wildlife Conservation Commission’s (FWC) Solicitation No. FWC 26/27-31, “ Apalachicola Bay Oyster Restoration”.

All responses to the subject solicitation must be received no later than 1:30 PM (ET) on Tuesday, November 3, 2026.

A response received after the exact time specified will not be considered. Failure to file a protest within the time prescribed in Section 120.57(3), Florida Statutes (F.S.), or failure to post the bond or other security required by law within the time allowed for filing a bond shall constitute a waiver of proceedings under Chapter 120, Florida Statutes.

Written notices, formal requests and proceedings must conform with the requirements set forth in Chapter 28-110, Florida Administrative Code (F.A.C.). Protests must be filed with the Purchasing Office, Fish and Wildlife Conservation Commission, 1875 Orange Avenue East, Tallahassee, Florida 32311-6160 within the time prescribed in Section 120.57(3), F.S. and Chapter 28-110, F.A.C.

Sincerely, Rachel Massey FWC Procurement Manager

FWC SOLICITATION ADDENDUM 2

BEGIN ADDENDUM

QUESTION #1

Our QuickReef mixture is composed of Marl (sediment composed primarily of clay and calcium carbonate), limestone, and recycled oyster shells – would this be acceptable materials for this bid? The ITB language calls for “concrete, mixed concrete, or crushed limerock” and QuickReef has a higher calcium carbonate profile matching that of a natural oyster shell; please see a study by East Carolina University for support.

ANSWER #1

No, the QuickReef mixture would not be acceptable for this project.

QUESTION #2

Is subcontractor participation allowed? If so, is there a maximum percentage of the work that can be subcontracted?

ANSWER #2

Subcontracting is not allowed for this project.

QUESTION #3

During the pre-bid meeting it was stated that information pertaining to the area (coordinates) and amount of material that needs to be dispersed from the previous restoration project was to be forthcoming – is this information available now?

ANSWER #3

The material dispersal component of this project is canceled at this time.

QUESTION #4

Are bid results going to be made available on bid day?

ANSWER #4

Bid results and the agency decision will be posted in accordance with the Calendar of Events

QUESTION #5

Please post the pre-bid attendance sheet.

ANSWER #5

Pre-Bid attendance sheets are not posted but are available upon request.

QUESTION #6

Have the 2026 reefs as shown in drawing figures 1 & 3 been completed?

FWC SOLICITATION ADDENDUM 3

ANSWER #6

Yes, 2026 oyster restoration reefs have been completed.

QUESTION #7

Is this project (FWC 26/27-31) to be constructed in the designated locations shown in blue on figures 1 & 3?

ANSWER #7

Yes, the design locations are shown in blue in the Scope of Work.

QUESTION #8

Is USL&H insurance required for this work over the water?

ANSWER #8

FWC does not require USL&H insurance for this project.

QUESTION #9

Regarding general requirements/past performance/qualifications – can dredging by excavator off barge in shallow environments be considered as an applicable completed project in lieu of deployment of rocks?

ANSWER #9

No, dredging by excavator off barge in shallow environments will not be considered in lieu of deployment of rocks.

QUESTION #10

Regarding general requirements/past performance/qualifications – can reef module placement by excavator off barge in shallow environments be considered as an applicable completed project in lieu of deployment of rocks?

ANSWER #10

No, reef module placement will not be considered in lieu of deployment of rocks.

QUESTION #11

Regarding general requirements/past performance/qualifications – can shoreline rock placement by excavator be considered as an applicable completed project in lieu of deployment by barge?

ANSWER #11

No, the reef sites cannot be accessed from shore and the deployment must be completed by barge.

QUESTION #12

Is limestone acceptable in lieu of limerock?

ANSWER #12

Yes, as long as it meets the specifications in the Scope of Work.

FWC SOLICITATION ADDENDUM 4

QUESTION #13

Are as built drawing required from contractor? If so, do they need to be prepared by licensed 3rd party surveyor?

ANSWER #13

No, drawings are not required from the contractor.

QUESTION #14

Are bathymetric surveys and drawing required from contractor for pre and post construction conditions?

ANSWER #14

No, survey and drawings are not required from the contractor. FWC will confirm reef heights are appropriate throughout the project deployment.

QUESTION #15

Is the 3ft water depth noted in specifications the minimum amount of water depth to be expected regardless of tide condition?

ANSWER #15

The minimum amount of water depth is approximately 3 feet, however, this could change depending on tide swings and significant low tides.

QUESTION #16

What is the minimum water depth to be encountered?

ANSWER #16

The minimum amount of water depth is approximately 3 feet, however, this could change depending on tide swings and significant low tides.

QUESTION #17

Is the minimum water depth based on natural bottom or is it based on minimum depth on top of the reef after construction?

ANSWER #17

The minimum water depth is based on natural bottom.

QUESTION #18

Section 4.3 – Existing Site Dispersement

a) Where is this site?

b) What is the minimum operational water depth to be encountered?

c) What is the quantity of material to be moved?

d) Does any of this material have to be moved off site or to a different site?

FWC SOLICITATION ADDENDUM 5

e) Define scope of work for dispersal task.

f) Is dispersal task a separate pay item from new construction?

ANSWER #18

The material dispersal component of this project is canceled at this time.

QUESTION #19

Is there an approved and/or available local staging yard for use?

ANSWER #19

The contractor is responsible for securing the staging area as stated in the Scope of Work.

QUESTION #20

Is there an approved waterfront loading area for use?

ANSWER #20

The contractor is responsible for securing the staging area as stated in the Scope of Work

QUESTION #21

Are you able to extend the bid date? We need information and time to investigate the dispersal task after more information is provided.

ANSWER #21

The bid date will not be extended. However, the material dispersal component of this project is canceled at this time.

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Ch. 287 Invitation to Bid – Revised 07.01.2026 FWC 26/27-31, Page 12 of 73

REVISED SCOPE OF WORK

FWC 26/27-31

APALACHICOLA BAY OYSTER RESTORATION

PURPOSE

The Florida Fish and Wildlife Conservation Commission (FWC) is seeking a contractor to coordinate the acquisition, delivery, staging, and deployment by barge of restoration material to help restore degraded oyster reef habitat in Apalachicola Bay, Franklin County, Florida, as specified herein.

The Contractor is responsible for the purchase and delivery of material to staging area location(s). The staging area(s) must be provided by the Contractor. At the staging area, the Contractor shall load the material onto flat deck barges, provided by the Contractor, where it will be delivered, by the Contractor, to FWC-designated oyster reef restoration sites. The Contractor shall deploy the material using a water cannon, excavator, or bulldozer, per the specifications of each restoration site.

The Contractor will also disperse existing restoration material from previous restoration projects deployed in 2024 to reduce the height of certain sites.

1. COMPLETION DATE

Project shall be completed by the Contractor by September 1, 2027.

2. PROJECT MANAGER

The Contractor will coordinate and schedule all work with the FWC Project Manager(s). Contact information for the FWC Project Manager(s) will be provided to the Contractor after award.

3. SITE LOCATION

Apalachicola Bay – Located in Franklin County, Florida. The oyster reef restoration sites are located in central Apalachicola Bay, south of the John Gorrie (US 98/US 319/SR 30) Bridge and east of the St. George Island/Bryant Patton Memorial (SR 300) Bridge (Figure 1). The Contractor must secure the use of any staging area(s) and associated access for vessels. The depth of the restoration area ranges from 3–6 feet during spring and summer months.

4. JOB LOCATIONS

4.1. The Contractor will be responsible for providing and/or locating and obtaining the use, including any payment or remediation required by the site owner, of a staging site(s) to store and load/unload project materials and equipment. The Contractor’s proposed staging site(s) location is subject to review and approval by the FWC Project Manager(s) prior to a Notice to Proceed being issued.

4.2. The Contractor will acquire, transport, deliver, stage, and deploy restoration material for the oyster reefs. The Contractor will deploy, by barge, approved restoration material (as defined in section 6.2) in rows measuring 300 yards x 100 yards x 16 inches in height using a minimum 13,333 cubic yards of approved restoration material. The completed project will include two parallel rows, referred to as “restoration sites,” totaling at least

Ch. 287 Invitation to Bid – Revised 07.01.2026 FWC 26/27-31, Page 13 of 73

26,666 cubic yards of restoration material with a footprint of 12.4 acres. FWC staff may mark the beginning and end of each restoration site with buoys prior to restoration material deployment.

4.3. The Contractor will disperse existing restoration material from restoration projects deployed in 2024 by barge, using an excavator or other equipment and method approved by the FWC Project Manager(s) to drag and spread material from the highest points of the sites. Precise GPS locations will be provided to the awarded Contractor prior to the Contractor commencing any work.

5. PROJECT PERIOD

5.1. Work is to start no more than two (2) weeks after receiving the Notice to Proceed unless otherwise agreed upon by the FWC Project Manager(s). FWC, at its sole discretion, retains the right to change the beginning date if conditions warrant such a change.

5.2. All restoration material deployment and dispersal can only occur from May 1 through September 1, or as determined by the FWC Contract/Project Manager(s).

5.3. Restoration material deployment dates must be scheduled in advance and approved by the FWC Project Manager(s). Restoration material deployment must occur on weekdays, excluding state holidays, between official sunrise and 30 minutes before official sunset Eastern Time. Modifications to this delivery schedule may be made by mutual agreement of the Contractor and the FWC Project Manager(s).

5.4. FWC may authorize additional materials delivery on an as-needed basis.

6. SERVICE SPECIFICATIONS

6.1. The Contractor will provide the FWC Project Manager(s) with a fully executed and notarized agreement between the property owner (if not the Contractor) and the Contractor, for any staging area(s) prior to a Notice to Proceed being issued. Prior to requesting final payment, the Contractor must provide a notarized release from the owner(s) of any property used for off-loading stating the Contractor has fulfilled the terms of their agreement.

6.2. Restoration material is defined as the substrate material to be placed in designated restoration area locations in Apalachicola Bay. Restoration materials that are suitable for oyster reef restoration include 1) uniformly sized concrete, 2) mixed-layer concrete, or 3) crushed lime rock, as described below.

6.2.1. Uniformly Sized Concrete: Concrete material is defined as cement, water, and aggregate with a density greater than 150lbs/ft3. Concrete shall be clean and free from excess dirt, asphalt, rebar, creosote, petroleum, or other hydrocarbons and toxic residues, loose free-floating material or other deleterious substances. By weight, at least 85% of the uniformly sized concrete material must be 2.5–4 inches in size. No more than 10% of the concrete shall have an elongation (ratio of greatest dimension to least dimension) greater than 3:1.

6.2.2. Mixed-Layer Concrete: Concrete material is defined as cement, water, and aggregate with a density greater than 150lbs/ft3. Concrete shall be clean and free from excess dirt, asphalt, rebar, creosote, petroleum, or other hydrocarbons and toxic residues, loose free-floating material or other deleterious substances. Mixed-layer concrete will consist of a base layer where, by weight, at least 85% of the concrete material must be 5– 8 inches in size. The top layer will be comprised of concrete where at least 85%, by weight, is 2.5–4 inches in

RACHEL MASSEY

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Ch. 287 Invitation to Bid – Revised 07.01.2026 FWC 26/27-31, Page 14 of 73 size. No more than 10% of the concrete shall have an elongation (ratio of greatest dimension to least dimension) greater than 3:1.

6.2.3. Crushed lime rock is defined as high-grade lime rock, crushed into solid, angular aggregates with moderate to low rugosity and Mohs hardness 3–4. By weight, at least 85% of the crushed lime rock material must be between 2.5–4 inches in size. The average dry bulk density must be between 85–175 lbs. per cubic foot. The calcium carbonate fraction must be at least 90%, and the clay fraction must be less than 5%. No more than 10% of the stone shall have an elongation (ratio of greatest dimension to least dimension) greater than 3:1.

Prior to stockpiling and/or loading, the restoration material shall be screened to remove excess small particles, non-aggregate materials, sediment, and/or off-grade material. By weight, these excess materials cannot exceed 5% of the delivered crushed lime rock restoration material.

6.3. Restoration material provided by the Contractor must be of the same type (concrete or crushed lime rock).

Mixing lime rock and concrete restoration material types will not be accepted.

6.4. All restoration materials are subject to review and approval by the FWC Project Manager(s) before placement.

The Contractor shall provide a copy of a current materials laboratory assay (data sheet) dated within 60 days of award to the FWC Project Manager(s) before installation, which reports 1) the percentage of material ranging from 2.5 to 4 inches and/or 5 to 8 inches (for the mixed-layer concrete), 2) the respective average dry bulk density of the material (lbs. per cubic foot) for lime rock, 3) the percentage of calcium carbonate for lime rock, 4) Mohs hardness for lime rock, and 5) the total percentage by weight of small particles, nonaggregate materials, sediment, and off-grade materials for both lime rock and concrete.

6.5. Restoration material shall be transported in containers that are clean and free of debris. Restoration material shall be transported and stockpiled in a manner that will minimize contact with the soil beneath the stockpile and minimize breakage.

6.6. The Contractor shall provide shallow draft deck barge(s), self-propelled or propelled by an accompanying vessel or push boat, capable of delivering and depositing oyster restoration material on shallow oyster reefs (3ft – 6ft) in Apalachicola Bay. The barge and accompanying vessel or push boat shall be capable of navigating, when loaded, in waters as shallow as a depth of three (3) feet. The barge shall have the capacity to deliver loads of a minimum of 75 cubic yards per trip to the designated restoration site. The deck barge shall be equipped with safety feature(s) required to provide safe operations. The barge shall be equipped with all safety features required by the U.S. Coast Guard. The Contractor shall provide a vessel operator possessing the capability and the licenses required to pilot the shallow draft deck barge. The operator shall be in charge of maritime operations and responsible while the barge is underway, as well as during the restoration material loading and deployment operations. The operator shall pilot the vessel(s) between the loading area and the restoration sites.

6.7. Any machinery used to move and deploy the materials should be sufficiently powered/maneuverable and capably operated to ensure timely, effective and safe off-loading of materials. The accompanying vessel or push boat shall meet all U.S. Coast Guard certification and safety requirements, be equipped with a working, accurate Global Positioning System (GPS) unit, and other marine electronics, including a working VHF radio.

6.8. The Contractor shall load approved restoration material onto the deck barges using the Contractor’s own equipment and personnel, transport the restoration material to the specified deployment sites, and deposit the restoration material according to the specifications contained herein.

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6.9. The FWC Project Manager(s) will collect copies of scale tickets for each load, which shall include the volume and weight. Scale tickets shall be signed off by the FWC Project Manager(s) to verify the quantity of restoration material delivered. Material that does not meet specifications will not be accepted.

6.10. Uniformly sized concrete or crushed lime rock material shall be placed at each restoration site to achieve an average height of 16 inches, with a minimum height of 12 inches and a maximum height no greater than 18 inches from the bottom of the bay. (Figures 4 or 6)

6.11. Mixed-layer concrete shall be placed by first starting with a base layer of larger concrete (5–8 inches) that shall be placed at each restoration site to achieve an average height of 12 inches, with a minimum height of 9 inches and a maximum height no greater than 15 inches from the bottom of the bay. The top layer of concrete shall be of smaller size (2.5–4 inches) and placed on top of the base layer of larger concrete to achieve a combined average height of 16 inches, with a minimum height of 14 inches and a maximum height no greater than 18 inches from the bottom of the bay. (Figure 5)

6.12. If material is placed in such a way that the maximum height is greater than 18 inches, it shall be the responsibility of the Contractor to reduce the height so as to not exceed 18 inches above the substrate to ensure the restoration reef does not create a navigational hazard.

6.13. All restoration material shall be composed of uniformly sized concrete, mixed-layer concrete, or crushed lime rock as defined in 6.2. Restoration material shall be clean and reasonably free from soil, quarry fines, and shall contain no refuse.

6.14. FWC staff will be permitted to be on-site during restoration material deployment to confirm placement of the restoration material within the designated boundaries of each restoration site.

6.15. FWC staff may conduct an on-site inspection(s) to verify restoration material installation according to the specifications described herein and in the attached Figures.

6.16. During the deployment of the material, the transport vessel must be effectively moored through double anchoring, be spudded down, or otherwise be held securely in place with minimal movement (+/-50 feet) to ensure accurate placement of the restoration material on the bottom of the bay. Restoration material must be arranged in specified locations and not widely scattered.

6.17. The designated deployment area shall comprise two restoration sites, each with dimensions of 100 yards by 300 yards. The sites are to be aligned parallel to one another, 50 yards apart, with a north-to-south orientation. For exact coordinates, see Figure 2.

6.18. FWC staff may conduct on-site mapping inspections to verify the deployment according to the specifications described herein. If mapping inspections are performed, the Contractor shall remain on site during such inspection and be prepared to correct any deployment issues.

6.19. Precise GPS locations of the deployment area will be provided to the Contractor, and the terminal ends of the reef sites shall be marked with buoys by the FWC Project Manager(s) prior to restoration material deployment.

The marker(s) shall be buoys of sufficient size and color to be clearly visible to the captain and sufficiently anchored and with sufficient scope so that they will not drift off the designated restoration site prior to deployment. The contractor will not be compensated for materials placed outside the deployment area as described in Figure 1 and Figure 2 below.

Ch. 287 Invitation to Bid – Revised 07.01.2026 FWC 26/27-31, Page 16 of 73

6.20. The Contractor will use an excavator or other equipment/method to disperse restoration material from existing restoration sites to reduce the height of certain sites. Precise GPS locations will be provided to the awarded Contractor prior to the Contractor commencing any work.

6.21. The FWC Project Manager(s) will notify the Contractor of any necessary adjustments to reef height, and those adjustments must be corrected by the Contractor within 28 calendar days of notification or prior to September 1, 2027. Any corrections needed after September 1, 2027, must be approved by the FWC Project Manager(s) and completed by September 20, 2027.

7. GENERAL REQUIREMENTS

7.1. The Contractor shall conduct all work within the parameters of the U.S. Army Corps of Engineers Programmatic General Permit (PGP) SAJ-99; Permit No. SAJ-2007-03138. This permit will be attached to the ITB advertisement on VIP as a separate PDF file. If FWC receives any updates on this permit, the FWC Project Manager(s) may provide such to the Contractor within 5 working days.

7.2. The Contractor shall have completed at least three (3) projects deploying material from a barge in shallow environments within the past eight (8) years. The Contractor shall use Attachment H - Experience Form, to evidence that this requirement is met. Failure to return a completed Experience Form with the bid submission will cause the submission to be deemed non-responsive.

7.3. Upon award, the awarded Contractor shall commence and complete work without interruptions or delays, except for those initiated by FWC or force majeure.

7.4. The Contractor shall provide a site-observer to be on-site during deployment of material throughout the duration of the project to monitor deployment and alert the Contractor and FWC Project Manager(s) of any turbidity in the water caused by the deployment. If turbidity is observed, the Contractor must immediately stop all work until mitigation measures can be implemented as required in section 7.10.

7.5. The Contractor shall complete a visual inspection of each restoration site using divers or snorkelers after each site is completed.

7.6. The Contractor shall perform the work in a safe, diligent manner and will furnish and use such safety devices, methods, and measures as are required to protect the Contractor and employees thereof, FWC personnel, and the general public against bodily injury and/or damage to property.

7.7. Neither the Contractor nor any of its employees may possess alcohol while on the job site. The Contractor shall be responsible for the conduct of hired personnel at all times while within the project area.

7.8. The Contractor shall remove all extraneous materials, equipment, and litter associated with the project from the staging area(s) before final payment will be awarded.

7.9. The Contractor shall use every precaution necessary to prevent pollution of waterbodies by fuel, oils, chemicals, or other harmful materials. All waterways will be kept free of contractor-generated debris.

7.10. The Contractor shall deploy turbidity curtains that sufficiently contain the turbidity at the site of deployment if restoration material deployment causes turbidity in the water. The FWC Project Manager(s) may suspend work at the restoration site if turbidity is present and sufficient turbidity curtains are not deployed by the Contractor.

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Ch. 287 Invitation to Bid – Revised 07.01.2026 FWC 26/27-31, Page 17 of 73

7.11. Stop Work Clause – The FWC Project Manager(s) or his/her designated representative has the right to stop work if the work is not being completed as specified or if weather conditions become unfavorable, per the FWC Project Manager’s assessment. Work may not resume until the deficiency, or deficiencies, are corrected or until the FWC Project Manager(s) deems weather conditions acceptable.

8. INVOICING AND PAYMENT

8.1. Invoices will be submitted in arrears upon the completion of restoration material deployment at each restoration site and associated tasks.

8.2. Once a restoration site is fully completed and verified by FWC, an invoice can be submitted. The Contractor will provide a signed and dated invoice showing the quantity (volume and weight) and type of restoration material deployed at the restoration site to the FWC Project Manager(s) or his/her designee. Payment will be made after all work has been verified and performed to the satisfaction of the FWC.

8.3. The final payment will be rendered upon completion of all project work, presentation of a notarized release from the owner(s) of any property used for off-loading stating the Contractor has fulfilled the terms of their agreement, and the Contractor furnishing to the FWC a final signed and dated invoice. The Certificate of Contract Completion (Attachment E) should be included with the final dated invoice submission that includes the quantity (volume and weight) and type of restoration material deployed. All paperwork shall be submitted within two (2) weeks after the work is completed, and payment will be made after all work has been verified and performed to the satisfaction of the FWC.

9. AWARD

9.1. In the event that additional funds become available, the FWC reserves the right to purchase increased quantities at the awarded price per cubic yard in order to maximize the project funding. Additional job locations within the Apalachicola Bay region may also be added as determined by the FWC Contract/Project Manager(s).

10. FINANCIAL CONSEQUENCES

10.1. If the amount of restoration material deployed at a restoration reef is below the minimum specifications defined in 4.2, payment will be reduced at the following rates:

10.1.1. Less than 13,333 cubic yards but more than or equal to 12,000 cubic yards of restoration material deployed at a restoration site will receive 80% payment.

10.1.2. Less than 12,000 cubic yards but more than or equal to 10,000 cubic yards of restoration material deployed at a restoration site will receive 50% payment.

10.1.3. Less than 10,000 cubic yards of restoration material deployed at a restoration site will not receive payment.

10.2. If the final height of the restoration material deployed within the designated restoration reef area is below the minimum specifications defined in 6.10 or 6.11, payment will be reduced at the following rates:

10.2.1. Less than 12 inches but more than or equal to 10 inches height within the restoration area will receive 50% payment.

10.2.2. Less than 10 inches height within the restoration area will not receive payment.

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10.3. If a combination of situations described in sections 10.1 and 10.2 occurs, the payment rate will be determined by averaging the two applicable percentages.

10.4. If the Contractor fails to complete restoration material deployment and dispersal within the specifications defined in this Scope of Work by September 1, 2027, then the Contractor will not receive payment.

10.5. The Contractor may request one (1) no-cost completion date extension by providing justification that will be reviewed by the FWC Contract Manager, who will then determine if the no-cost completion date extension is allowable. This completion date extension, if approved by the FWC Contract Manager, cannot exceed September 30, 2027.

10.6. The Contractor shall not be reimbursed for any material deployed outside the designated deployment area.

11. FIGURES

The following figures specify the aforementioned deployment locations and the deployment profiles.

Figure 1: Restoration areas within Apalachicola Bay

Figure 2. Potential Restoration Area in Apalachicola Bay

West Restoration Site

NW Corner NE Corner SW Corner SE Corner

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29.7181448, -84.878 2582 29.7182022, -84.8772969 29.7156255, -84.8783084 29.7156834, -84.8773569

East Restoration Site

NW Corner NE Corner SW Corner SE Corner

29.7182309, -84.8768244 29.7182798, -84.8758626 29.7157121, -84.8768967 29.7157616, -84.8759448

Figure 3. Map of Apalachicola Bay

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Figure 4. Uniform Concrete

Figure 5. Mixed Layer Concrete

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Figure 6. Crushed Lime Rock

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REVISED PRICE SHEET

FWC 26/27-31

CONTRACTOR SHALL NOT ALTER THE PRICE SHEET IN ANY WAY.

Price quoted shall not contain any Federal or State sales or use taxes. The bidder recognizes that the State of Florida, by virtue of its sovereignty, is not required to pay taxes on services, goods and/or equipment purchased incident to such service. Quoted price shall include all necessary items to complete the project.

ALL ITEMS SHALL BE BID OR THE BID WILL BE REJECTED. THE BID WILL BE AWARDED TO THE RESPONSIVE, RESPONSIBLE BIDDER THAT SUBMITS THE LOWEST TOTAL PRICE.

Indicate type of restoration material: _________________________________ (concrete, mixed concrete or crushed lime rock)

Price Per Cubic Yard of Material:

(includes delivery, staging, and all labor)

TOTAL BID PRICE:

(Price Per Cubic Yard of Material)

BY SIGNING BELOW, I ATTEST THAT I HAVE READ THE ENTIRE BID AND AGREE TO FURNISH THE SERVICE AT THE PRICE QUOTED ABOVE. I HEREBY AFFIRM I HAVE NOT BEEN IN ANY AGREEMENT OR COLLUSION AMONG BIDDERS IN

RESTRAINT OF FREEDOM OF COMPETITION.

Contractor: ________________________________

Address: ___________________________________

Signed: ____________________________________

Print Name: ________________________________

Title: _____________________________________

City/State/Zip: ______________________________

Phone: ____________________________________

Fax: ______________________________________

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