CN-370000-CN202-T40.pdf

Florida Department of Environmental Protection

TASK ASSIGNMENT NOTIFICATION FORM

Required Signatures: Adobe Signature

FDEP Contract No.: Task Assignment No.: Owner’s Name: Project No.:

Project Location: Project Name:

Consultant Name:

Consultant Representative: Phone: Email:

FDEP Contract Manager: Phone: Email:

Description of Task:

Project Manager:

Schedule Start Date: Fixed Price Cost:

Completion Date: Cost Reimbursement not to exceed:

Total Task Amount:

Approval Signatures:

Budget Representative, FDEP Signature Date

Project Manager, FDEP Signature Date

Contract Manager, FDEP Signature Date

Consultant Signature Date

Contract Authority, FDEP Signature Date

Project # Grant # Org Code Cat/Year Fund Module Object Code EO Amount

29 digit FLAIR Code: Total:

CN202 40 FDEP-DRP 61371C

Myakka River State Park Main Drive River Bridge

Michael Baker International

Jeff Roberts 850-766-8992 Jeff.Roberts@mbakerintl.com

Jeffery Whitfield 850-245-2630 Jeffery.Whitfield@FloridaDEP.gov

The purpose is to provide professional services to address the critical findings in the bridge inspection report for Bridge #170401, permitting, as well as other recommended repairs/plans to the structure. Per attached dated 5/4/22.

Garland Sandel

05/28/2022 $ 99,497.21 12/31/2022 $ 250.00

$ 99,747.21

Diane Langston Diane Langston Digitally signed by Diane Langston Date: 2022.05.10 11:12:57 -04'00'

Garland Sandel Garland Sandel Digitally signed by Garland Sandel Date: 2022.05.10 13:28:21 -04'00'

Jeffery Whitfield Jeffrey Whitfield Digitally signed by Jeffrey Whitfield Date: 2022.05.10 14:56:16 -04'00'

Jeff Roberts Jeff Roberts Digitally signed by Jeff Roberts Date: 2022.05.10 15:57:11 -04'00'

Michael W. Foster Jr,. P.E. Michael W. Foster Jr., P.E.

Digitally signed by Michael W.

Foster Jr., P.E.

Date: 2022.05.18 15:12:44 -04'00'

61371C 37504000056 080039/22 423001 U3200 131500 QK $ 99,747.21

$ 99,747.21

May 4, 2022

Garland Sandel Project Manager Bureau of Design and Construction Florida Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, FL 32399

RE: Statewide Contract: CN202, Task Assignment 40 Myakka River State Park Bridge Rehabilitation (Bridge # 170401), Sarasota County, FL

Dear Mr. Sandel

For your review, Michael Baker International, Inc., is attaching a proposal summary and man-hour documentation for providing design services for Bridge and Abutment Repair Plans for the main vehicle bridge within Myakka River State Park (Bridge # 170401).

Please review the attached Proposal Summary and deliverables and let me know if there are any questions or comments.

Sincerely, Jeff K. Roberts, PE, RSP1 Associate Vice President

Bridge and Abutment Rehabilitation for Bridge # 170401

Myakka State Park, Sarasota County, FL

Statewide Contract CN202, Task Assignment _____

Project Objective: The purpose of this scope of services is to provide professional services to address the critical findings in the bridge inspection report for Bridge 170401, as well as other recommended repairs to the structure. This includes repair of concrete areas and preparation of design plans and a repair solution for the failing sand-cement riprap at the west abutment of the Main Park Drive bridge in Myakka

River State Park. The intent is to fully repair the deficient areas in accordance with best practices to extend the bridge service life as long as possible using properly designed materials and analysis techniques.

Bridge 170401 carries Main park drive over Myakka river and records show it was built in 1940. The length of the bridge is 200ft with 10 equal spans of 20ft and is 25.6 ft wide. The Bridge is supported on reinforced concrete piles and is not posted for any loadings. General Project understandings, guidelines, and coordination was provided by Wekiwa Springs State Park Services representatives and the FDEP project manager. Project objectives will be accomplished with the subtasks outlined and detailed below:

Subtask 1: Partial Bridge and Abutment Survey Michael Baker International (MBI) will coordinate with George F Young, Inc. (GFY Inc.) who will perform the necessary survey for the abutment and bridge repairs covered under this assignment, as depicted below:

• Topographic Survey under bridge at Begin Bridge and Abutments 1 and 2 area.

• Limited river bottom elevations for creating stream cross sections.

• Wetland Flags as delineated by Environmental Scientist

Assumptions:

• FDEP will provide access to the project area.

• Wetland delineation flags are located prior to survey crew arrival.

Deliverables:

• (6) copies of the survey, signed and sealed by a Professional Surveyor and Mapper, licensed by the

State of Florida.

• Electronic version of the survey in AutoCAD "DWG" transmitted by electronic means.

Performance Measure: Final deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost:

Company Classification Rate Hours Cost

MBI Project Manager $238.84 3 $716.52

GFY Inc. Prof. Surveyor/Mgr. $147.80 8 $1,182.40

GFY Inc. Prof. Surveyor $119.30 11 $1,312.30

GFY Inc. 2 Man Survey Crew $109.48 36 $3,941.28

GFY Inc. CADD Technician $74.06 28 $2,073.68

GFY Inc. Clerical $51.90 2 $103.80

Totals (Subtask 1) 88 $9,329.98

Subtask 2: Geotechnical Exploration

Michael Baker will coordinate with PSI Intertek of who will perform necessary geotechnical investigations required for abutment and soil protection redesign. The following is part of the scope of services:

• Review readily available published geologic and topographic information. This published information will be obtained from the appropriate quadrangle map published by the United States

Geological Survey (USGS) and the “Soil Survey of Sarasota County, Florida” published by the

United States Department of Agriculture (USDA) Soil Conservation Service (SCS).

• Execute a program of subsurface sampling and field testing. As requested, the following geotechnical exploration borings will be performed:

o Perform a total of four (4) Standard Penetration Test (SPT) borings to planned termination depths of 50 feet (2) and 100 feet (2) at or near the abutment slopes at both ends of the bridge.

o Boring locations shall be located in the field using recreational-grade GPS equipment in locations determined to be accessible for performing the hand auger borings. In the event borings are found to be inaccessible or blocked due to underground utilities, they will be offset to the nearest accessible location.

• Collect bulk samples along the toe of the abutment slopes at the both ends of the bridge.

• Visually classify and stratify representative soil samples in the laboratory using the Unified Soil

Classification System (USCS). Identify soil conditions at each boring location and form an opinion of the overall site soil stratigraphy.

• Collect groundwater level measurements in the borings and estimate seasonal high groundwater levels.

• Perform laboratory testing results in accordance with the laboratory services listed below.

• Prepare a geotechnical exploration data report for proposed site summarizing the information obtained from the field-testing program results and presenting the subsurface soil and groundwater conditions encountered.

Assumptions:

• The soil borings can be performed from the bridge approach area or along the nearby shoulder area.

• We anticipate the soil borings can be completed with limited cones/signage and Maintenance of

Traffic (MOT) will not be required.

• PSI drilling crew will meet the Park Maintenance Officer onsite to field locate soil borings prior to commencing drilling activities. PSI will coordinate with Michael Baker during the field visit for marking the boring locations and field exploration.

• Final depths of the borings may be extended or reduced depending on the subsurface materials identified during field activities.

• PSI will contact One Call utility locating services for public utility clearance prior to the start of drilling activities. It is our experience that these companies do not mark the locations of privately owned utilities. This proposal is based on private utility lines and other subsurface appurtenances are located in the field by others prior to field activities.

• PSI will exercise reasonable caution to avoid damages to underground utilities by contacting local utility companies prior to the field activities. However, private utility locations are often unknown by public utility companies and by the utility owners. Therefore, PSI will not be responsible for damage to the site or any buried utilities that are not made known to us.

• Some damage to the ground surface may result from the drilling operations near the work areas. The field crew will attempt to limit such damage, but no restoration other than backfilling the borings is included in this proposal.

• In the SPT boring locations, PSI will sample nearly continuously for the upper 10 feet, then at 5‐ foot intervals thereafter. Groundwater levels will be checked at the time of drilling.

• As called for by local regulations, all SPT borings will be filled and sealed upon completion.

Deliverable:

PSI Intertek will provide a geotechnical exploration report in electronic (PDF) version.

Performance Measure: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Company Classification Rate Unit Qty Cost

Intertek PSI 0001 Truck Rig Mob. $500.00 Each 1 $500.00

Intertek PSI 0100 Truck/MB & 2-person crew $198.00 Hour 4 $792.00

Intertek PSI 0009 SPT - Truck MB 0-50 FT. $14.00 LF 200 $2,800.00

Intertek PSI 0010 SPT - Truck MB 50-100 FT. $17.00 LF 100 $1,700.00

Intertek PSI 0029 Grout Boreholes 0-50 FT. $7.00 LF 200 $1,400.00

Intertek PSI 0030 Grout Boreholes 50-100 FT. $6.00 LF 100 $600.00

Intertek PSI 0039 Temp Casing 3” – Truck/MB 0-50 FT. $10.00 LF 190 $1,900.00

Intertek PSI 0039 Temp Casing 3” – Truck/MB 50-100 FT. $11.00 LF 90 $990.00

Intertek PSI 0104 Natural Moisture $12.00 Each 4 $48.00

Intertek PSI 0105 Full Grad Grain Analysis $85.00 Each 8 $680.00

Intertek PSI 0108 Organic Content $40.00 Each 4 $160.00

Intertek PSI 0109 Plastic Limit $45.00 Each 4 $180.00

Intertek PSI 0110 Liquid Limit $45.00 Each 4 $180.00

Field and Lab Totals

$11,930.00

MBI Project Manager $238.84 Hour 4 $955.36

Intertek PSI 0143 Chief Engineer $189.00 Hour 4 $756.00

Intertek PSI 0144 Sr. Engineer $158.67 Each 4 $2,538.72

Intertek PSI 0147 Engineer Intern $77.88 Hour 30 $2,336.40

Intertek PSI 0148 CADD $75.00 Hour 8 $600.00

Intertek PSI 0149 Clerical $50.70 Hour 2 $101.40

Labor Totals 52 $7,287.88

Totals (Subtask 2) $19,217.88

Subtask 3: Environmental Data Collection/Field Surveys

Environmental Data Collection

The following available Geographical Information System (GIS) maps and data will be collected prior to conducting the environmental field surveys for the project:

• National Resource Conservation Service soils data;

• Southwest Florida Water Management District (SWFWMD) land use, cover, and forms classification system (FLUCFCS) data;

• U.S. Fish and Wildlife Service National Wetlands Inventory (NWI) data;

• U.S. Fish and Wildlife Service Information for Planning and Consultation (IPaC) list of species for project area;

• Florida Natural Areas Inventory (FNAI) tracking list for Sarasota County and biodiversity matrix data;

• Available lidar elevation data; and,

• U. S. Geological Survey contour maps.

Prior to performing the environmental field surveys, the aforementioned data will be reviewed. A list of animals and plant species that have been documented to occur or that may occur within the site will be compiled for use in conducting the environmental surveys. The project site limits will be incorporated into the maps.

General Protected Species Survey

The CONSULTANT will perform a general protected species survey within the limits of the project to look for evidence of use of the project area by protected species and to determine whether suitable habitat for protected species occurs in the project limits. The survey will be limited to the area of the slope stabilization improvements on the east bank of the Myakka River, directly beneath and adjacent to the sides of the bridge (project area). If gopher tortoise burrows are found during the general protected species survey, the location of the burrows will be flagged so that the burrow locations can be recorded as part of the land survey services for the project.

Field Wetland Delineation

The CONSULTANT will flag/stake wetland jurisdictional limits in the field within the project area in accordance with the State of Florida’s wetland delineation methodology contained in Chapter 62-330.201 of the Florida Statutes (FS). Wetland delineation boundary flag locations will be recorded as part of the surveying tasks for the project. The surveyed wetland limits will be depicted in plans that will be developed under the design tasks for the project. The wetland boundary will be used to minimize/avoid wetland impact in the project design.

• Wetland limits depicted in the survey sheets.

• Copies of written correspondence.

Fixed Price Cost:

Company Position Classification Rate Hours Total Cost

MBI Sr. Environmental Scientist $172.27 4 $689.08

MBI Environmental Scientist $106.81 38 $4,058.78

Totals (Subtask 3) $4,747.86

Subtask 4: Environmental Permitting

Description: The CONSULTANT will prepare the permit application and coordinate with the regulatory agencies that have jurisdiction over the project, specifically SWFWMD and USACE.

4.A – Sarasota County Permitting Exemption

The CONSULTANT will coordinate with Sarasota County Water Navigation Authority and Sarasota County

Planning and Development Services to confirm that this project is exempt from County permitting.

4.B – SWFWMD Environmental Resource Permit (ERP) Application

SWFWMD Pre-application Meeting The CONSULTANT will coordinate, schedule, and attend a pre-application meeting with SWFWMD. A representative of the CLIENT will be invited to attend the meeting. SWFWMD pre-application meeting materials, supporting documentation and graphics for the meeting will be prepared. Meeting minutes will be developed to record and summarize the details of the meeting.

SWFWMD ERP Application Preparation The CONSULTANT will prepare the ERP application. This will include the design plans and permit drawings/dredge and fill sketches that will be prepared under the design services task for the project as well as additional graphics as required by the permit application. The application will include an environmental narrative that will provide the justification for the proposed improvements and describe the avoidance and minimization efforts and the environmental impacts. If necessary, the CONSULTANT will prepare the Uniform Mitigation Assessment Method worksheets for the project impacts.

SWFWMD Wetland Limits Field Verification Meeting The SWFWMD Wetland Limits Field Verification meeting will be scheduled after the ERP application is submitted. SWFWMD personnel will be contacted in order to arrange an on-site field meeting to review the jurisdictional lines.

SWFWMD RAI Response The CONSULTANT will respond to SWFWMD Requests for Additional Information for issues related to our scope of services. If SWFWMD requires additional services or tasks to obtain the permit which are not included in the scope of services, then an amendment to our contract will be required.

4.C – U.S. Army Corps of Engineers (USACE) Section 404 Permit Application

USACE Section 404 Permit Application Preparation The CONSULTANT will prepare USACE Form 4345 Application for Department of the Army Permit. The CONSULTANT will submit the application to USACE with necessary supporting documentation such as the permit drawings depicting the dredge and fill impacts, a location map, and an environmental narrative addressing 404 permit requirements.

USACE RAI Response The CONSULTANT will respond to USACE Requests for Additional Information for issues related to our scope of services. If the USACE requires additional services or tasks to obtain the permit which are not included in our scope of services, then an amendment to our contract will be required.

SWFWMD and USACE Permit applications will be provided to the CLIENT in Adobe Portable Document

Format (pdf) for approval prior to submittal to the agencies.

• Protected species permitting and special purpose protected species surveys are not included.

• Endangered Species Act Section 7 formal consultation with the U.S. Fish and Wildlife Service is not included.

• If it is determined that Sarasota County permitting is required, this will be provided under a separate agreement.

• The project is located in an area that is retained for Section 404 jurisdiction by the USACE. The project qualifies for a USACE Section 404 Nationwide Permit.

• The project qualifies for an ERP General Permit.

• Location of wetland boundary flags will be recorded as part of the land survey tasks for the project.

• If wetland mitigation is required, this requirement will be met by purchase of mitigation credits from a SWFWMD and USACE approved wetland mitigation bank.

• Mitigation credits are available from a mitigation bank with a service area that includes the area of the project.

• Purchase price of any required wetland mitigation bank credits would be paid for by the FDEP.

• If development of a wetland mitigation plan is required, this will be provided under a separate agreement.

Company Position Classification Rate Hours Total Cost

Subtask 4A – Sarasota County Permit Exemption

MBI Sr. Environmental Scientist $172.27 1 $172.27

MBI Environmental Scientist $106.81 2 $213.62

Task 4A Labor Cost $385.89

Subtask 4B – SWFWMD ERP General Permit Application

MBI Sr. Environmental Scientist $172.27 10 $1,722.70

MBI Environmental Scientist $106.81 56 $5,981.36

Task 4B Labor Cost $7,704.06

Task 4B Reimbursable Costs (SWFWMD Permit Application) $250.00

Subtask 4C – USACE Section 404 Permit Application

MBI Sr. Environmental Scientist $172.27 6 $1,033.62

MBI Environmental Scientist $106.81 30 $3,204.30

Task 4C Labor Cost $4,237.92

Totals (Subtask 4) $12,577.87

Subtask 5: Hydraulics and Scour Analysis This effort will include 1) preparing a simplified river model to estimate velocity and scour, 2) identifying a preferred revetment material, and 3) establishing the extents of the repair along the bridge abutment and within the Myakka River. The bridge is located within a FEMA Floodplain Zone A with undetermined floodplain elevation. Review of the scoping meeting minutes (8/17/2021) indicate the existing sand cement riprap at the west abutment is undermining and failing. For purposes of scoping this task it is assumed all of the existing riprap at the west abutment will be removed and replaced.

In order to evaluate suitable revetment options and scour depths, Michael Baker will develop a simplified hydraulic model of the river using the program HEC-RAS. The model will be developed using river flows and stages extracted from USGS Gage 02298830 for the Myakka River located upstream of SR 72 in

Sarasota, Florida as well as survey and geotechnical information collected on-site. The detailed scope for the survey and geotechnical tasks is included in Subtasks 1 and 2, respectively.

Michael Baker will identify the allowable revetment materials based on the estimated river velocities, scour depths, and the geometrical constraints of the site. Suitable revetment material options will be tabulated in an evaluation matrix and ranked based on cost, constructability, maintainability and other performance criteria. A preferred material will then be selected based on coordination with FDEP.

Michael Baker will design the horizontal and vertical extent of the revetment replacement in order to sufficiently protect the west bridge abutment in accordance with standard bridge design guidelines. This effort will require review of channel and abutment survey and compliance with SWFWMD general permit requirements.

Assumptions:

Conceptual plans will exclude and/or limit the use of storm inlets and piping. Construction costs estimates are based off current market product and labor costs.

Deliverables:

The results of the hydraulics and scour assessment will be summarized in a technical memorandum signed and sealed by a registered FL PE, and will include:

1. Summary the modeling results,

2. Evaluation matrix for revetment material options, and

3. Include information to support site grading requirements.

MBI Project Manager/QC $238.84 16 $3,821.44

MBI Senior Engineer (Modeling) $149.58 60 $8,974.80

MBI Senior Engineer (Materials & Grading) $149.58 40 $5,983.20

Totals (Subtask 5) 116 $18,779.44

Subtask 6: 90% Repair Plans and Specifications Michael Baker International (MBI) will review the bridge Inspection report, geotechnical data, hydraulics analysis results and develop rehabilitation plans for Bridge carrying Main road over Myakka River addressing the deficiencies in the bridge inspection report dated on 10/21/2020. The following deficiencies were noted in the Bridge Inspection report:

1. The West slope protection is fractured, settled intermittently and undermined.

2. The slab in spans 2, 3, 4, 5, 6, 8, 9 & 10 have multiple areas of map cracking on the top.

3. The deck underside and the edge fascia on the north side have spalls with exposed rebar.

4. Joint Sealants has heavy deterioration, adhesion loss and vegetation.

5. The Anchor bolts attaching the bridge rail posts are missing nuts and washers and the anchor zones are spalled.

6. All the concrete piles have corner spalls.

Not all deficiencies noted above will be shown in the plans, provided other details, plan notes and instruction can be conveyed to a qualified contractor to perform the repairs. The plans, specifications and the preliminary engineer cost estimate will be developed to address the following major items of work:

1. Cleaning and sealing the concrete bridge deck surface and both approach slabs.

2. All the spalls will be repaired, and the joint seals will be replaced.

3. The West slope protection will be replaced based on Subtask 5: Hydraulics/Scour Analysis.

4. Replace/tighten the missing bolts connecting the rail posts to the deck and the spalled zones. The scope repairs the existing condition to perform per original design. It does not upgrade existing barriers to current FDOT standards.

5. Construction drawings to assist in the replacement of the existing slope protection.

6. Technical special provisions as required for concrete repair material.

Bridge Plans will include: Cover Sheet, Project Location Map, Scope of Work, General Notes, Summary of

Pay Items and Pay Item Notes, and any details necessary to produce a workable set of plans.

The repairs in the considered pile are minor and the repairs will not be addressed in the plans. The existing bridge does not have design plans and has unknown foundations.

90% design level structural repair documents and 90% engineer’s opinion of probable construction costs

(EOPC) will be provided in .pdf form (hardcopy upon request).

Performance Measure: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

MBI Project Manager/QC $238.84 10 $2,388.40

MBI Senior Engineer $149.58 47 $7,030.26

MBI Designer $115.88 83 $9,618.04

Totals (Subtask 6) $19,036.70

Subtask 7: 100% Repair Plans and Specifications Based on the acceptance and review comments provide by the FDEP, the CONSULTANT will develop 100%

Construction design documents, suitable for permitting, bidding, and construction. The CONSULTANT will update the 90% design level package per the FDEP review comments and will develop the 100%

Construction documents.

After 90% deliverables have been accepted by the FDEP, the CONSULTANT shall coordinate with the State

Fire Marshal’s Office to request a “courtesy” review by the state fire marshal’s office to verify a no review required status for this project. If a permit is required, an amendment to this scope of services will be required to add a subtask for completion the permit application and fees based on the EOPC, which will be completed concurrent with or immediately following the 100% deliverable. Any additional life safety or fire prevention measures required for approval of the State Fire Marshal permit shall be included under a separate amendment to this scope of services.

• FDEP review comments are provided at 90% stage, prior to beginning work on this subtask.

• State Fire Marshal courtesy review has no cost from the agency associated at this time.

Deliverable:

• 100% (Final) design level signed/sealed structural repair documents, 100% EOPC, CADD files, and

.pdf form (hardcopy upon request).

• A record copy of coordination for the State Fire Marshal’s office courtesy review will also be provided.

Performance Measure: Deliverables will be reviewed by the Department to confirm they are complete, accurate, and timely.

Fixed Price Cost:

Company Position Classification Rate Hours Total Cost

MBI Project Manager/QC $238.84 4 $955.36

MBI Senior Engineer $149.58 12 $1,794.96

MBI Designer $115.88 24 $2,781.12

Totals (Subtask 7) $5,531.44

Subtask 8: Pre-Bid Meeting

One MBI representative will attend this meeting at the project site. MBI staff will remote assist as needed with any necessary issues or concerns.

1. FDEP will schedule the meeting and provide site for meeting location.

Deliverables:

Meeting minutes in .pdf format will be provided to FDEP in electronic format post meetings.

Fixed Price Cost:

Company Position Classification Rate Hours Total Cost

MBI Project Manager $238.84 1 $238.84

MBI Senior Engineer $149.58 8 $1,196.64

Totals (Subtask 8) 9 $1,435.48

Subtask 9: RFI’s during Bid Phase

MBI will provide RFI and shop drawing review and responses throughout the post design phase of the project (from pre-bid/advertisement to award).

Deliverables:

A written RFI response and/or drawing markup supplied in .pdf electronic format will be provided to the contractor and FDEP within 5 business days of RFI receipt.

MBI Project Manager $238.84 2 $477.68

MBI Senior Engineer $149.58 14 $2,094.12

Totals (Subtask 9) 16 $2,571.80

Subtask 10: Preconstruction Meeting One MBI representative will attend this meeting at the project site. MBI staff will remote assist as needed with any necessary issues or concerns.

Assumptions:

1. FDEP will schedule the meeting and provide site for meeting location.

Deliverables:

Meeting minutes in .pdf format will be provided to FDEP in electronic format post meetings

MBI Project Manager $238.84 1 $238.84

MBI Senior Engineer $149.58 8 $1,196.64

Totals (Subtask 10) 9 $1,435.48

Subtask 11: RFI’s, Shop Drawing Review during Construction Phase

MBI will provide RFI and shop drawing review and responses throughout the construction phase of the project (from construction Notice-to-Proceed to closeout).

Deliverables:

A written RFI response and/or drawing markup supplied in .pdf electronic format will be provided to the contractor and FDEP within 5 business days of RFI/shop drawing receipt.

MBI Project Manager $238.84 3 $716.52

MBI Senior Engineer $149.58 10 $1,495.80

Totals (Subtask 11) 13 $2,212.32

Subtask 12: Site Inspections

MBI will provide two site inspections, at approximately 60% and 90% completion (or as requested by FDEP), to verify installations conform to plan intent.

Deliverables:

A written punch list supplied in .pdf electronic format will be provided to the contractor and FDEP, highlighting any concerns or deficiencies noted.

MBI Project Manager $238.84 2 $477.68

MBI Senior Engineer $149.58 16 $2,393.28

Totals (Subtask 12) 18 $2,870.96

Summary of Fees:

Subtask Subtask Fixed

Price Cost Subtask

Reimbursable

Subtask 1: Site Survey $9,329.98 --

Subtask 2: Geotechnical Exploration $19,217.88 --

Subtask 3: Environmental Data Collection $4,747.86 --

Subtask 4: Environmental Permitting $12,577.87 $250.00

Subtask 5: Hydraulics/Scour Analysis $18,779.44

Subtask 6: 90% Repair Plans $19,036.70

Subtask 7: 100% Repair Plans $5,531.44

Subtask 8: Pre-Bid Meeting $1,435.48

Subtask 9: RFI during bid phase $2,571.80

Subtask 10: Pre-Construction Meeting $1,435.48

Subtask 11: RFI & Shop Drawings – Construction $2,212.32

Subtask 12: Construction Site Visits $2,870.96

Total Fixed Price Cost $99,747.21 --

Total Reimbursable Cost -- $250.00

Overall Total Cost $99,997.21

Payment will be made upon approval of deliverables for each subtask by the FDEP in the amount specified.

Project Schedule:

Project Schedule is based on estimated duration of calendar days to complete each subtask. Schedule dates will be established after approved and executed contract has been received. Where most practical, subtasks will be worked on concurrently.

Subtask Duration (Calendar Days)

Subtask 1: Site Survey 21

Subtask 2: Geotechnical Exploration 45

Subtask 3: Environmental Data Collection 10

Subtask 4: Environmental Permitting 32 (1)

Subtask 5: Hydraulics/Scour Analysis 14 (2)

Subtask 6: 90% Repair Plans 60 (3)

Subtask 7: 100% Repair Plans 14

Subtask 8: Pre-Bid Meeting TBD

Subtask 9: RFI during bid phase TBD

Williams_BrD Text Box $12,327.87

Williams_BrD Text Box $99,747.21

Williams_BrD Text Box $99,497.21

Subtask Duration (Calendar Days)

Subtask 10: Pre-Construction Meeting TBD

Subtask 11: RFI & Shop Drawings – Construction TBD

Subtask 12: Construction Site Visits TBD

(1) Includes 28-day SFWMD review period. Request will be submitted during period in which lead, and asbestos inspections will be performed (via amendment) to not impact overall project timeline.

(2) Concurrent with Subtask 6: 90% Plans

(3) Geotechnical work must be completed prior to this task being 50% complete.