05/22/2019 Replacement R.couRTQ ,
5o, Kevin Madok, CPA
'01;o.-1± ._= Clerk of the Circuit Court&Comptroller—Monroe County, Florida
DATE: June 5, 2019
TO: Judith Clarke, PE, Director
Engineering/Roads&Bridges
Clark Briggs, Project Manager
Engineering Department
ATTN: Nicole Twyman, Executive Assistant
Engineering Department
FROM: Pamela G. Hanco d1►1C+'.C.
SUBJECT: May 22"d BOCC Meeting
Enclosed is a duplicate original of Item C28,Task Order with Kisinger Campo and
Associates, Corporation for Engineering Design and Permitting Services for the Harbor Drive
Bridge Replacement Project in a total not to exceed amount of$612,039.75, plus estimated
expenses of$14,700.00 for a total of$626,739.75, for your handling.
Should you have any questions, please feel free to contact me at(305) 292-3550. Thank
you.
cc: County Attorney
Finance
File
KEY WEST MARATHON PLANTATION KEY PK/ROTH BUILDING
500 Whitehead Street 3117 Overseas Highway 88820 Overseas Highway 50 High Point Road
Key West,Florida 33040 Marathon,Florida 33050 Plantation Key,Florida 33070 Plantation Key,Florida 33070
305-294-4641 305-289-6027 305-852-7145 305-852-7145
TASK ORDER FOR ENGINEERING DESIGN AND PERMITTING SERVICES
BETWEEN MONROE COUNTY AND KISINGER CAMPO & ASSOCIATES, CORP.
FOR HARBOR DRIVE BRIDGE REPLACEMENT PROJECT
In accordance with the Continuing Contract for On Call Professional Engineering Services made
and entered on the 17th day of January, 2018 between Monroe County hereinafter referred to
as the "County" and Kisinger Campo &Associates, Corp., hereinafter referred to as
"Consultant"where professional services are allowed if construction costs do not exceed
$2,000,000.
All terms and conditions of the referenced Contract for On Call Professional Engineering
Services apply to the Task Order; unless the Task Order modifies an Article of the Agreement of
which will be specifically referenced in this Task Order and the modification shall be precisely
described.
This Task Order is effective on the 22nd Day of May, 2019 and shall expire 60 days after
construction is complete.
Article II Scope of Basic Services, Paragraph 2.1 is amended as follows:
The scope of services for the Harbor Drive Bridge Replacement Project (Bridge #904604) will
include delivering construction plans and specifications, permitting and support during the
bidding of the project required for the replacement of the Harbor Drive Bridge and associated
roadway reconstruction.
The Design for Construction shall include, but shall not necessarily be limited to, plans and
specifications which describe all systems, elements, details, components, materials, equipment,
and other information necessary for construction. The Design for Construction shall be accurate,
coordinated and in all respects adequate for construction and shall be in conformity, and
comply, with all applicable law, codes, permits, and regulations. Products, equipment and
materials specified for use shall be readily available unless written authorization to the contrary
is given by the County.
Details of the scope of services are outlined below and included in the Consultant's proposal
that is attached to this task order as Exhibit A.
1.0 DESIGN DEVELOPMENT •
1.1 The Engineer shall prepare a Design Development Letter Report for the County's
approval. The Design Development Report shall consist of a written document that establishes
and describes the size and character of the proposed bridge replacement, materials and such
other elements as may be appropriate. The report will contain a conceptual cost estimate.
2.0 CONSTRUCTION DOCUMENTS PHASE
2.1 Based on the approved Design Development Documents and any further adjustments
authorized by the County in the scope or quality of the Project, the Consultant shall prepare, for
approval by the County, Construction Documents consisting of Drawings and Specifications
Harbor Drive Bridge Replacement Task Order
Kisigner Campo&Associates,Corp.
5/22/19
Page 1 of 8
setting forth in detail the requirements for the construction of the project. Construction
documents shall conform to the standards contained in the most current version of the following:
1. Florida Department of Transportation Design Manual.
2. Florida Department of Transportation Design Standards
3. Florida Department of Transportation Surveying Procedure
4. Florida Department of Transportation Drainage Manual
5. Florida Department of Transportation Soils and Foundations Handbook
6. Florida Department of Transportation Structures Manual (625-020-018) including
Temporary Design Bulletins
7. Manual of Uniform Traffic Control Devices (MUTCD).
8. American Disabilities Act
9. Florida Department of Transportation Pavement Coring and Evaluation
Procedure
10. Florida Department of Transportation Flexible Pavement Design Manual
11. Florida Department of Transportation Rigid Pavement Design Manual
12. Federal Highway Administration Checklist and Guidelines for Review of
Geotechnical Reports and Preliminary Plans and Specifications
13. Florida Department of Transportation Manual of Uniform Minimum Standards for
Design, Construction and Maintenance for Streets and Highways
14. Florida Statutes
15. Florida's Bicycle Facilities Planning and Design Handbook.
16. AASHTO Guide for the Development of Bicycle Facilities
17. Florida's Quality/Level of Service Handbook for Planning
18. A Policy on Geometric Design of Highways and Streets, American Association of
State Highway and Transportation Officials (AASHTO Green Book) (GDHS-5
AASHTO Bookstore).
19. The Highway Capacity Manual (Transportation Research Board)
20. FDOT Standard Specifications for Road and Bridge Construction (with
supplemental specifications).
21. Facilities Design Manual (Topic No. 625-020-016-a)
22. AASHTO Load and Resistance Factor Design (LRFD) Bridge Design
Specifications
23. Right of Way Mapping Procedure (Topic No. 550-030-015-e)
Harbor Drive Bridge Replacement Task Order
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5/22/19
Page 2 of 8
24. Project Development and Environmental Manual Parts 1 and 2 (Topic No. 650-
000-001).
Where FDOT design standards cannot be met the Consultant will request a design variance or
exception.
2.2. The Consultant shall provide Drawings and applicable Technical Special Provisions to
the County for the County's review (the Florida Department of Transportation Standard
Specifications will be incorporated by reference) at the 30%, 60%, 90% and 100% stages of the
project. The Consultant shall respond to questions resulting from County review and incorporate
any required revisions to the construction drawings and specifications. Design calculations
package will be submitted with the 100% phase construction drawings.
2.3 The Consultant will provide a construction cost estimate and a project schedule at each
phase submittal.
2.4 Upon completion of the Construction Documents Phase, the Consultant shall provide
Construction Documents for the County's approval. Upon approval by the County the
Consultant shall provide the County up to 5 sets of Construction Documents that have been
signed and sealed by the Consultant. The Consultant shall also provide an electronic version of
the construction documents.
2.5 The Consultant shall assist the County in the preparation of the necessary bidding
information for the production of bidding forms, the Conditions of the Contracts, and the forms of
Agreements between the County and the Contractors by providing supporting information as to
the projects scope, bid items, estimated quantities and construction duration. The County shall
prepare all Bidding Forms, Conditions of the Contract, and Forms of Agreement.
2.6 The Consultant's construction documents (plans, specifications, etc.) will conform to all
codes and regulations of the federal government, county, state, municipalities,
agencies and state departments, in effect at the date of this Agreement, and shall be of such
completion as to be acceptable for review and ruling by said agencies when permits are applied
for. The Consultant shall use due care in determining permit requirements and shall meet with
regulatory agencies as necessary to coordinate specific permit requirements. The Consultant
shall document all meetings and conversations with said regulatory agencies. If permits are
denied for incompleteness or for lack of following said codes or regulations, or permit
requirements, then the Engineer will conform the construction documents in such manner to
receive permits upon such plans. Work required by the Consultant to conform documents to
federal, state, city, county, or agency specifications to allow them to be approved shall be
completed at no charge or cost to the County, unless said requirements are changed during the
course of the project.
2.7 The Consultant shall file (through the County) all documents required for the approval of
governmental authorities having jurisdiction over the project. The Consultant shall file (through
the County) the necessary documents to obtain Environmental Resource Permits and all other
permits required for construction. The County shall be responsible for the timely submittal of all
permit application fees.
Harbor Drive Bridge Replacement Task Order
Kisigner Campo&Associates,Corp.
5/22/19
Page 3 of 8
2.8 As needed by the County, the Consultant will provide clarification and answers to
questions from prospective bidders during the construction bid process. Answers will be
provided in a timely manner in order to facilitate bidding.
3.0 CONSTRUCTION DOCUMENTS PHASE REQUIREMENTS
To satisfactorily perform the Construction Documents phase requirement, the Engineer must
complete the tasks set forth in items 3.1 through 3.4.
3.1 Construction Plans — This consists of, at a minimum, Key Sheet, Summary of Pay
Items and Quantities, Drainage Map, Project Layout, Plan and Profile sheets, Typical Sections,
Detail sheets, General Notes, Environmental Notes, Traffic Control Plan. Construction plans
shall be in accordance with FDOT Design Manual.
3.2 Specifications —specifications will conform to the most recent version of the Florida
Department of Transportation (FDOT) Standard Specifications for Road and Bridge
Construction or the Manual of Uniform Minimum Standards for Design, Construction and
Maintenance for Streets and Highways (Florida Greenbook). Comprehensive, abbreviated
methods, materials and systems descriptions in tune with the drawings will be developed as
necessary with Technical Special Provisions.
3.3 Schedules —Prepare an estimate of the Construction Time.
3.4 Estimate of Construction Cost — Estimate of anticipated cost in accordance with the
Construction Documents.
4.0 CONSTRUCTION COST
Contemporaneously with the submission of each phase of the Design, the Consultant shall
submit to the County in writing its final estimate of the contractor's anticipated bid price for
constructing the Project. Once submitted, the final anticipated price estimate shall be adjusted
by the Engineer to reflect any increase or decrease in anticipated price resulting from a change
in Design.
4.1 The Construction Cost shall be the total estimated bid cost to the County of all elements
of the Project designed or specified by the Engineer.
4.2 The Construction Cost shall include the cost at current market rates of labor and
materials and Equipment designed, specified, selected or specially provided for by the
Engineer, plus a reasonable allowance for Contractor's overhead and profit.
4.3 Construction cost does not include the compensation of the Consultant and the
subconsultants, the costs of land, rights-of-way, financing or other costs which are the
responsibility of the County.
Harbor Drive Bridge Replacement Task Order
Kisigner Campo&Associates,Corp.
5/22/19
Page 4 of 8
5.0 CONSTRUCTION PHASE
•
The Consultant shall, without additional compensation, promptly correct any errors,
omissions, deficiencies, or conflicts in the work product of the Consultant or its consultants or
both.
The Consultant must reimburse the County for any "added costs" paid by the County for
additional construction costs that were incurred as a direct result of any error, omission,
deficiency, or conflict in the work product of the Consultant, its consultants, or both. "Added
costs" is defined as the cost incurred from any additional work required on the project that was
necessitated solely by the error, omission, deficiency, or conflict in the work project. The added
cost is limited to the increase to the construction cost for additional work and does not include
costs that are normally incurred as part of the project or would have been incurred had no error,
omission, or deficiency occurred, and addressed by a change order of already established unit
costs. The Consultant shall not be held responsible for additional deficiencies found due to a
delay in the construction of the project or for those hidden deficiencies that could not reasonably
be determined through a review of documentation or physical inspection of the site by the
Consultant.
REMAINDER OF PAGE LEFT BLANK
Harbor Drive Bridge Replacement Task Order
Kisigner Campo&Associates,Corp.
5/22/19
Page 5 of 8
Article VII Compensation, Paragraph 7.1 is amended to read:
The Consultant shall be paid monthly. The total Not To Exceed lump sum fee of$612,039.75, in
accordance with the rates in the On Call Agreement, plus estimated expenses of $14,700.00
(actual itemized amount)will apply and is estimated as follows:
KCA FEE Project Management $32,876.25
Public Involvement $26,898.75
Roadway/Maintenance of Traffic $55,884.00
Signing and Pavement Marking $8,909.00
Drainage $18,495.00
Structures $322,512.00
Environmental Permitting $40,633.00
TOTAL $506,208.00
SUBCONSULTANT FEE
Coastal Engineering - Intera $34,656.80
Utility Coordination— Keith and Associates $11,320.00
Survey/SUE— Keith and Associates $20,540.00
Geotech —Tierra South Florida $36,639.95
Lead/Asbestos Survey— Intera $2,675.00
TOTAL $105,831.75
TOTAL DESIGN FEE $612,039.75
ESTIMATED EXPENSES
Project Manager (County Meetings, Coordination, Etc.) $3,200.00
Roadway $800.00
Structures $800.00
Environmental $1,400.00
Coastal Engineering— Intera $800.00
Survey/SUE — Keith and Associates $2,400.00
Geotech —Tierra South Florida $4,500.00
TOTAL EXPENSES $14,700.00
Harbor Drive Bridge Replacement Task Order
Kisigner Campo&Associates,Corp.
5/22/19
Page 6 of 8
IN WITNESS WHEREOF, each party caused the Task Order to be executed by its duly
authorized representative.
Kisinger Campo &Associates, Corp Witness
April 24,2019 )115s-tsil1...0 April 24,2019
Signature (Paul G. Foley,).E.) Date Signature Date
, President
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ti.r.; ,:(SEAL) BOARD OF COUNTY COMMISSIONERS
Attest: KEVIN MADOK, Clerk OF MONROE COUNTY, FLORIDA
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Harbor Drive Bridge Replacement Task Order
Kisigner Campo&Associates,Corp.
i 5/22/19
Page 7 of 8
ATTACHMENT A
CONSULTANT DETAILED SCOPE OF SERVICES/PROPOSAL
Harbor Drive Bridge Replacement Task Order
Kisigner Campo&Associates,Corp.
5/22/19
Page 8 of 8
KCA &KISIANGER CAMP®
SSOCATES
March 14,2019
Judith S. Clarke,P.E.
Director of Engineering Services
1100 Simonton Street
Key West,Florida 33040
Project Description: Monroe County on Call Professional Engineering Services-2017 Contract
Re: Task Work Order#3—Harbour Drive Bridge Replacement
Dear Ms. Clarke:
Kisinger Campo&Associates(KCA)is pleased to submit this Scope of Services and Fee Estimate for the
above referenced project. This project will consist of the production of construction plans and
specifications as well as the public involvement and permitting required for the replacement of the Harbour
Drive Bridge and associated roadway reconstruction. Tasks will include roadway design,structures design,
drainage design,maintenance of traffic,environmental/permitting,public involvement,utility coordination,
coastal engineering, survey, subsurface utility engineering (SUE) and geotechnical engineering. For
additional scope details, see the attached Scope of Services and Staff Hour Estimation Forms.
We have estimated the level of effort required for all engineering services described above. Our total
estimated lump sum fee amounts to $612,039.75. This fee includes all KCA efforts and sub-consultant
efforts,coordination,QA/QC and supervision. The fee estimate is based on hourly rates which include our
overhead.
Our expenses were estimated separately and are not included in the lump sum fee estimate. Our total
estimated expenses amount to$14,700.00. Expenses will be itemized and submitted separately with each
invoice. For a detailed description of the lump sum fee and estimated expenses see the fee proposals in the
attached Appendix.
We sincerely appreciate the opportunity to continue our working relationship with you on this project.
Please do not hesitate to call me if you have any questions or need any additional information.
Best Regards,
Jason L.LaBarbera,P.E.
Proj ect Manager
File: 12017.57(KCA)
201 North Franklin Street,Suite 400'Tampa,Florida 33602 I PHONE 813 871-5331 FAX 813 871-5135 I www.kisingercampo.com
KcAKISINGER CAMPO
& ASSOCIATES
Harbour Drive Bridge Replacement
Scope of Services
Task Work Order# 3
Monroe County On-Call Engineering Services
Date: March 14th,2018
1. PROJECT TITLE:
Harbour Drive Bridge Replacement(Bridge#904604).
2. SCOPE OF SERVICES:
The Consultant will complete construction plans, specifications, permit applications, and public
involvement for the Harbour Drive Bridge Replacement(Bridge#904604). The existing bridge is a single
span channel beam bridge supported by wrap around wall abutments. The proposed replacement will
be a phase constructed, single span custom concrete arched beam bridge supported by end bents with
wrap around retaining walls. The bridge and roadway typical section will accommodate two 11' travel
lanes with 2.5'outside shoulders and a 5'sidewalk to accommodate pedestrian traffic. The approximate
span length with be 55'. The approach roadway alignment and profile will be adjusted as necessary for
the new bridge typical section.
The Harbour Drive Bridge is one of the four Historic Duck Key Bridges. Section 106 consultation has been
completed and a Memorandum of Agreement (MOA) has been signed by Monroe County, the United
States Coast Guard and the State Historic Preservation Office. The purpose of this project is to replace
the Harbour Drive Bridge while meeting all of the requirements of the MOA.
This scope of services is consistent with the level of effort required for a County funded bridge
replacement project. If federal funding becomes available, a change order will be required for the
additional effort needed to meet the requirements of the National Environmental Policy Act(NEPA) and
comply with the FDOT Efficient Transportation Decision Making(ETDM) process.
3. SPECIFIC SERVICES
• Environmental & Permitting: The Consultant will perform a field investigation within the project
right-of-way (ROW) to identify wetlands and protected species. The Consultant will prepare a
report summarizing the results of the field investigation. This report will be used to coordinate
with environmental regulatory and resource agencies during the permitting phase of the project.
The Consultant will prepare permit applications (or applicable exemption notices) for the South
201 North Franklin Street,Suite 400 1 Tampa,Florida 33602 1 PHONE 813 871-5331 FAX 813 871-5135 I www.kisingercampo.com
KciNKISINGER Ge4HIP®
& ASSOCIATES
Florida Water Management District (SFWMD), the U.S. Army Corps of Engineers (USACE), and
the U.S. Coast Guard (USCG). It is anticipated that construction of the proposed structures will
meet the requirements of a SFWMD General Permit or exception and that a Stormwater
Pollution Prevention Plan (SWPPP) will not be required. The proposed replacement structure is
also anticipated to meet the criteria of a Nationwide Permit (most likely a NWP 3, Maintenance,
or NWP 15, U.S. Coast Guard Approved Bridges) for the USACE, or be exempt from USACE
permitting. The Consultant will prepare a U.S. Coast Guard (USCG) Bridge Permit application and
submit it to the USCG for processing.The Consultant will coordinate with the Florida Keys National
Marine Sanctuary (FKNMS) to obtain any required environmental clearance for the project from
this agency. This Scope of Services is exclusive of any environmental mitigation for wetlands,
mangroves, seagrasses, corals or protected species. Formal consultation with Federal resource
agencies(USFWS and NMFS)and preparation of Endangered Species Biological Assessments(BAs)
or evaluation of Essential Fish Habitat(EFH)are also not included.
• Drainage: The Consultant will analyze the existing drainage a t the bridge location and will
provide positive drainage for the bridge replacement and proposed sidewalk.The existing bridge
does not have scuppers and the adjacent roadways do not have any storm sewer systems.
Drainage improvements such as shallow swales and flumes may be required;however,the design
of stormwater treatment systems are not anticipated and are excluded from this scope of work.
The new bridge will be analyzed to determine if scuppers are required; however, they are not
anticipated. Erosion control will be shown in the roadway plan sheets.
• Bridge Hydraulics: The Consultant will provide a Bridge Hydraulic Report(BHR) showing the
result of the existing and proposed hydraulic analysis at the bridge location.This will also include
a scour and coastal engineering evaluation. The BHR and Bridge Hydraulic Recommendation
Sheet (BHRS)will be provided.
• Roadway: The roadway design may require an adjusted longitudinal grade to accommodate
the bridge replacement. It is assumed the proposed profile will be very similar to the existing
profile even though the existing profile does not meet minimum K Value requirements or
stopping sight distance requirements. Roadway profiles and cross sections will be developed as
necessary to accommodate the bridge replacement. The Consultant shall provide roadway
plan/profile, cross section, maintenance of traffic plan and any necessary detail sheets. For a
detailed list of roadway plan sheets,see the attached Staff Hour Estimation Forms.
The Consultant shall also prepare detailed quantities and construction cost estimate.
Remaining effort includes time for meetings,coordination and quality control reviews.
• Structural: The Consultant will prepare a Bridge Development Report(Memo)to determine the
most cost effective bridge replacement solution. After county approval of the recommended
bridge concept the consultant will begin production of final construction plans, quantities, cost
estimates, and specifications for the bridge replacement and associated walls. It is anticipated
that the structure will be comprised of reinforced/prestressed concrete components and be
similar in overall geometry in an effort to minimize roadway reconstruction and environmental
impacts. Custom bridge components such as decorative railing and custom arched beams will be
201 North Franklin Street,Suite 400(Tampa,Florida 33602 'PHONE 813 871-5331 FAX 813 871-5135 j www.kisingercampo.com
KCA &KISAINGER CAMP®
ASSOCIATES
utilized in order to meet the requirements of the MOA. For a detailed list of structural design
efforts and anticipated plan contents,see the attached Staff Hour Estimation Forms.
• Utility Coordination: The Consultant will perform a utility search within the project limits and
coordinate the temporary and permanent re-locations of the utilities. These locations will be
shown in plan view only. Utility design is not included in the scope.
• Survev/SUE: The Consultant, through our sub-consultant, will provide a topographic survey
and Subsurface Utility Engineering (SUE) of the areas surrounding the referenced bridge as
detailed in the attached sub-consultant scope of services.
• Geotechnical: The Consultant, through our sub-consultant, will perform geotechnical studies
in accordance with the attached sub-consultant scope of services.
• Coastal Engineering: The Consultant, through our sub-consultant lntera, will perform
coastal engineering services in accordance with the attached sub-consultant scope of services.
• Asbestos/Lead Testing: The Consultant, through our sub-consultant lnterek PSI, will
perform asbestos and lead testing services in accordance with the attached sub-consultant scope
of services.
• Public Involvement: The Consultant will assist the County with one (1) public meeting. Specific
tasks include:
o Preparation of emailed invitations and website notification
o Public meeting location selection and coordination
o Preparation and production of a PowerPoint presentation, graphics, renderings,
presentation boards, handouts, sign in sheet and comment forms
o Public meeting attendance and follow-up
• Historical Documentation: The historical documentation for this bridge replacement is being
completed under previously issued Task Work Order No. 1—Bimini Drive Bridge Replacement.
4. FEE:
The total estimated lump sum design fee amounts to $612,039.75. This fee includes all KCA and sub-
consultants efforts,coordination,QA/QC and supervision. The fee estimate is based on hourly rates which
include our overhead.
Our expenses were estimated separately and are not included in the lump sum fee estimate. Our total
estimated expenses amount to $14,700.00. Expenses will be itemized and submitted separately with
each invoice. For a breakdown of the lump sum fee, sub-consultants fees and estimated expenses see
the following sheets.
201 North Franklin Street,Suite 400ITampa,Florida 33602 (PHONE 813 871-5331 FAX 813 871-5135 I www.kisingercampo.com
KcoN KISAINGER Ci4NIPO
SSOCIATES
Any post design services involving shop drawing review,materials review,site visits,and meetings are not
included in this proposal. Post design services will be included under a separate post design task work
order.
5. SCHEDULE:
A detailed schedule will be produced and submitted to the County after issuance of the Notice to Proceed.
Below is a preliminary schedule:
• Project Start Up/Initial Field Investigation—Kick-off Meetings,Survey, Geotechnical
Investigation, Environmental Surveys, Utility Search—3 Months from NTP
• Preliminary Submittal—30% Roadway Plans, Bridge Development Report (Memo), Bridge
Hydraulics Report, Preliminary Geotech Report, Preliminary Cost Estimate—3 Months
• County Review-1 Month
• 60%Submittal—Plans and Cost Estimates-4 Months
• County Review-1 Month
• 90% Plans- Plans and Cost Estimates-4 Months
• County Review-1 Month
• Final Signed and Sealed Plans and Specifications—1 Month
Total Design Schedule—18 Months
It is anticipated that the permitting efforts will be the critical path. Permitting applications will be sent
after the 60%Submittal. It is estimated that the permitting process will take six to nine months
Total Project Schedule—18-21 Months
201 North Franklin Street,Suite 400(Tampa,Florida 33602 I PHONE 813 871-5331 FAX 813 871-5135 I www.kisingercampo.com
FEE SUMMARY SHEET
Harbour Drive Bridge Replacement
KCAFEE
Project Management $32,876.25
Public Involvement $26,898.75
Roadway/Maintenance of Traffic $55,884.00
Signing and Pavement Marking $8,909.00
Drainage $18,495.00
Structures $322,512.00
Environmental Permitting $40,633.00
TOTAL $506,208.00
SUBCONSULTANT FEE
Coastal Engineering-Intera $34,656.80
Utility Coordination-Kieth and Associates $11,320.00
Survey/SUE-Keith and Associates $20,540.00
Geotech-Tierra South Florida $36,639.95
Lead/Asbestos Survey-Interek $2,675.00
TOTAL $105,831.75
TOTAL DESIGN FEE
TOTAL DESIGN FEE $612,039.75
ESTIMATED EXPENSES
Project Manager(County Meetings, Coordination, Etc.) $3,200.00
Roadway $800.00
Structures $800.00
Drainage $800.00
Environmental $1,400.00
Coastal Engineering-Intera $800.00
Survey/SUE-Keith and Associates $2,400.00
Geotech-Tierra South Florida $4,500.00
TOTAL EXPENSES $14,700.00
KEITH
SCOPE OF SERVICES
KEITH will perform the utility coordination on behalf of the county for the Harbour Drive bridge design.
The below mentioned services are to support the continued engineering analysis necessary for utility
identification, conflict mitigation and concept plans development to support the future construction
effort.
UTILITY COORDINATION
The Consultant will provide the following services:
1. Identify Existing UAO(s) 7.2
2. Utility Contacts 7.2, 7.3
3. Preliminary Utility Meeting 7.5
4. Collect and Review Plans and Data from UAO(s) 7.7
5. Utility Base Map 7.7, 7.9, 7.10
6. Conflict Matrix 7.10
7. UAO coordination, oversight and support 7.11, 7.13, 7.15
Identifying Utilities
KEITH shall identify all utilities within the project corridor. All existing permits, Sunshine State One Call
of Florida design tickets, risk management, studies and available survey will be reviewed.
Utility Contacts
Initial contact will consist of letters and two sets of plans to all Utility Agencies. UAO's will be requested
to provide size, type, location, easements, cost of compensable relocation and justification for any utility
exceptions.
Preliminary Utility Meeting
UAO's will be required to attend a preliminary utility meeting to address any project design variances
and potential issues with the existing and/or proposed facilities.
Collect and Review Plans and Data from UAO(s)
Determine whether the UAO's have any compensable interests or easements. Coordinate and analyze
the information to ensure utility type, material and size are accurate. Provide direction to UAO's for any
requested work schedules or agreements required by the County and FOR to complete the project.
Corporate Office Miami-Dade County Broward County Palm Beach County St.Lucie County Orange County
301 E Atlantic Blvd 2160 NW 82 Ave 2312 S Andrews Ave 120 N.Federal Hwy 2325 SE Patio Cir. 2948 E Livingston St.
Pompano Beach Dora! Fort Lauderdale Suite 208 Port St.Lucie Orlando
FL 33060 FL 33122 FL 33316 Lake Worth,FL 33460 FL 34952 FL 32803
954.788.3400 305.667.5474 954.788.3400 561.469.0992 954.788.3400 954.788.3400
March 15,2019/Page 2 of 2
08601.M3
Harbour Drive Bridge, Duck Key, Monroe County
Utility Base Map
KEITH will compile all available utility information (as built, record drawing etc.)to create a utility base
map. The base map will be part of the reference documents.
Potential Conflicts and Resolutions Matrix
A conflict matrix will be created from all provided and procured utility information. The existing utilities
will be identified by station and offset and referenced to any design elements that are in known conflict.
The status of the conflict will be noted with a suggested method of resolution.
Utility Agreements
Any requests for advanced relocation/adjustment will be addressed through a supplemental agreement.
UAO oversight and support
Continue to provide UAO coordination.
The Total Lump Sum Fee shall be $11,320.00
We look forward to working with the department and its stake holders to make this project a success.
Very Truly Yours,
Onhad
Daniel M. Checchia
VP Location Services
EEngineering Inspired Design.
301 East Atlantic Boulevard,Pompano Beach,Florida 33060-6643
consulting engineers
Tel:954-788-3400 Fax:954-788-3500
March 13, 2019
Jason LaBarbera, PE
Senior Structures Engineer
Kisinger Campo &Associates
201 N. Franklin St., Suite 400,
Tampa, FL 33602
813.871.5331 ext 4117
E: Jason.LaBarbera( kisingercampo.com
RE: Agreement for Professional Services
Project Name: Harbour Drive Bridge Replacement
Project Location: Monroe County, FL
Our Project/Proposal Number: 08601.M4
Dear Mr. LaBarbera:
In accordance with your request and subsequent discussions between members of our
association and yourself, this agreement between Keith &Associates, Inc. ("CONSULTANT"),
and Kisinger Campo &Associates ("CLIENT")for professional services is submitted for your
consideration and approval. CONSULTANT will begin work after receipt of a fully executed copy
of this Agreement. Such receipt shall constitute written notice to proceed.
I. PURPOSE OF AGREEMENT/PROJECT DESCRIPTION
The purpose of this Agreement is to outline the scope of services recommended by
CONSULTANT and accepted by CLIENT, and to establish the contractual conditions between
CONSULTANT and CLIENT with respect to the proposed services.
CONSULTANT is to provide professional services associated with surveying for the Harbour Drive
Bridge Replacement Project on Duck Key, Florida (the"Project").
II. SCOPE OF SERVICES
Task 001 Topographic Survey
CONSULTANT shall prepare a Topographic Survey of both sides of the Harbour Drive on Duck
Key, Florida. Survey shall begin approximately 300 feet south of the center of the bridge and shall
end approximately 300 feet north of the center of the bridge. Survey shall extend to the existing
right-of-way lines. Survey shall show all surface features such as the roadway, striping, surface
utilities, trees, etc. Bridge shall be detailed with slabs, bents, pilings, riprap, etc. Cross sections
of the waterway will be observed at the bridge, 50' and 100' from the bridge, on both sides (6
cross sections in total).
Survey will be referenced to the North American Datum of 1983 with the 2011 adjustment applied
(NAD83/2011) and the North American Vertical Datum of 1988 (NAVD88). Survey will be
delivered in Microstation DGN format utilizing the FDOT standard levels and linetypes, including
DTM surfaces.
•
March 13, 2019/Page 2 of 9
Harbour Drive Bridge Replacement
Project Number 08601.M4
Task 002 .Horizontal Designation Services -(Quality Level `B')
Conductive utilities will be marked on the surface utilizing active geophysical prospecting
techniques in conjunction with electromagnetic equipment utilizing passive radio and audio
frequencies. Known non-conductive utilities and/or structures will be marked on the surface
utilizing Ground Penetrating Radar (GPR), above ground features, professional judgment, utility
plats and/or as-builts. This task does not include identifying gravity systems, service laterals,
irrigation, or overhead facilities unless specifically requested by the CLIENT and included in the
scope of services.
Additional Services
The undertaking by CONSULTANT to perform professional services defined within this
Agreement extends only to those services specifically described herein. No other services,
whether they may be interpreted as related, incidental or implied, shall be considered to be
included in the scope of work of this proposal. If upon request of CLIENT, CONSULTANT agrees
to perform additional services hereunder, CLIENT shall be obligated to pay CONSULTANT for the
performance of such additional services an amount (in addition to all other amounts payable
under this Agreement) based on an hourly fee in accordance with CONSULTANT'S current
professional fee schedule, plus reimbursable expenses as incurred by CONSULTANT, unless a
lump sum addendum to Agreement is executed by the parties to this Agreement which addresses
the additional services.
Additional services shall include revisions to work previously performed that are required due to a
change in the data or criteria furnished to CONSULTANT, a change in the scope or concept of the
project initiated by CLIENT, or services that are required by changes in the requirements of public
agencies after work under this Agreement has commenced.
If the preceding scope of services includes public agency permitting, our quoted fees/hours
include services to respond to the agency's first RAI (Request for Additional Information).
Additional agency requests or requirements shall be considered an increase to our scope of
services.
The Total Lump Sum Fee shall be $20,540.00
��EIT'H
consulting engineers
tierra
SOUTH FLORIDA
GEOTECINCfLL EPICROUPING liteiTENALTES1IHGl PISPECI10N SEAuKE3
March 11, 2019
Kisinger Campo &Associates
201 N.Franklin Street, Suite 400
Tampa,FL 33602
Attn: Mr. Jason LaBarbera, P.E.
Senior Structures Engineer
Re: Proposal for Geotechnical Services
Harbour Drive Bridge Replacement (Bridge#904604)
Duck Key, Monroe County, Florida
TSF Proposal No.: 1903-203
Dear Jason:
As requested, TIERRA SOUTH FLORIDA, INC. (TSF) is pleased to submit this proposal for the
above-referenced project. The proposal is based on information provided to us. This proposal
includes an outline of our proposed scope of work,an estimate of the total fees,and our anticipated
schedule for completion of the work.
PROPOSED SCOPE OF WORK
All work performed by TSF will be in general accordance with FDOT standards. Our scope of work
will consist of the following:
• Perform a total of two(2) Standard Penetration Test(SPT)borings to a depth of 90 feet below
existing grades on land for the bridge. Perform SPT sampling at 2.5-foot interval.
• Perform four(4) SPT borings to a depth of 30 feet for the retaining walls.
• Boring locations will be located in the field by TSF personnel by using a hand-held GPS and
measuring distances with a tape from known-reference points. We recommend as-drilled
boring locations be surveyed.
2765 VISTA PARKWAY,SUITE 10 • WEST PALM BEACH, FLORIDA 33411
(561)687-8539 • FAX(561) 687.8570
State of Florida Professional Engineers License#28073
KCA 2
TSF Proposal No.1903-203
• Prior to drilling, notify the local utility companies and request that underground utilities be
marked.
• Provide MOT as required to perform the field work.
• Collect water sample for environmental corrosion test.
• Perform soil classification and laboratory testing.
• Coordinate with the structural engineer to provide foundation evaluation and recommendations
to assist in the design. Lateral load analysis will be done by the structural engineer.
• Provide soil parameters and global stability for walls.Assumed sheet pile analysis will be done
by the structural engineer.
• Prepare and submit geotechnical report for bridge and wall.
Borings will be performed from the roadway if the side of the roadway is not accessible to our truck
mounted drill rig.
ESTIMATED FEES
It is proposed that the fee for the performance of the services outlined above be determined on a unit
price basis in accordance with the attached Fee Schedule and that the work be performed pursuant to
TSF's General Conditions enclosed herewith and incorporated into this proposal.Our estimated fee
does not include reimbursable expenses. We are requesting an allowance of $4,500 for
reimbursable expenses. Reimbursable expenses will be submitted separately.
Our estimate covers the work needed to present our findings and recommendations in a formal
report. Not included are reviews of drawings, preparation of construction specifications, special
conferences and any other work requested after submittal of our report.
SCHEDULE AND AUTHORIZATION
TSF will proceed with the work after receipt of a signed copy of this proposal. With our present
schedule,we can commence work within several days of project approval(weather permitting and
permit approval). The fieldwork will take about 5 to 6 days to complete. The written report can be
submitted about three weeks after completion of the field exploration,depending on the extent of the
laboratory-testing program. Verbal preliminary recommendations can be made to appropriate parties
prior to submittal of the written report.
KCA 3
TSF Proposal No.1903-203
We at TSF appreciate the opportunity to submit this proposal and look forward to working with you
on this project. If you should have any questions concerning our proposal,please contact our office.
Respectfully submitted,
TIERRA�S UT O IDA INC.
Ramakumar Vedula, P.E."
Principal Engineer
Attachments: 1. Fee Estimate
2. Staff Hour Estimate
AUTHORIZED BY: INVOICE TO:
Name: Firm:
Title: Name:
Date: Address:
TIERRA SOUTH FLORIDA,INC.
HARBOUR DRIVE BRIDGE REPLACEMENT
MONROE COUNTY,FLORIDA
Unit #of Units Unit Price Total
Truck Mounted Equipment Unit 1 $ 350.00 $ 350.00
Mob Between Holes Each 5 $ 150.00 $ 750.00
SPT Borings(truck)
0-50 ft depth Foot 220 $ 15.00 $ 3,300.00
50-100 ft depth Foot 80 $ 18.00 $ 1,440.00
Grout(truck)
0-50 ft depth Foot 220 $ 6.50 $ 1,430.00
50-100 ft depth Foot 80 $ 8.00 $ 640.00
Casing(truck)
0-50 ft depth Foot 220 $ 8.00 $ 1,760.00
50-100 ft depth Foot 80 $ 9.75 $ 780.00
Extra Split Spoon Samples
0-50 ft depth Each 16 $ 42.00 $ 672.00
50-100 ft depth Each 14 $ 48.00 $ 672.00
Rock Coring •
0-50 ft depth Foot 5 $ 68.50 $ 342.50
Flagmen&Barricades(2 man crew) Day 5 $ 900.00 $ 4,500.00
Arrow Rental Sign Day 5 $ 106.69 $ 533.45
Natural Moisture Content Tests Each 4 $ 10.00 $ 40.00
Grain-Size-Full Each 10 $ 65.00 $ 650.00
Organic Content Tests Each 1 $ 50.00 $ 50.00
Environmental(Corrosion)Tests Each 2 $ 175.00 $ 350.00
Rock Compression Test Each 1 $ 110.00 $ 110.00
Principal Engineer Hour 15 $ 175.00 $ 2,625.00
Senior Engineer Hour 31 $ 150.00 $ 4,650.00
Project Engineer Hour 40 $ 125.00 $ 5,000.00
Senior Technician Hour 65 $ 75.00 $ 4,875.00
CADD Hour 16 $ 70.00 $ 1,120.00
TOTAL = $ 36,639.95
intertek ® Proposal Number:0784-271653
psi March 11,2019
Professional Service Industries, Inc.
7950 NW 64th Street, Miami, Florida 33166
Phone: (305)471-7725
Fax: (305)593-1915
Mr.Jason LaBarbera,P.E.
Senior Structures Engineer
Kisinger Campo&Associates Corporation
201 North Franklin Street
Tampa, Florida 33602
Subject: Asbestos and Lead-Based Paint Renovation Survey
Harbour Drive Bridge(Bridge No.904604)
Duck Key, Monroe County, Florida
PSI Proposal No.0784-271653
Dear Mr. LaBarbera:
Professional Service Industries, Inc. (PSI) is pleased to submit this proposal for conducting an asbestos
and lead-based paint renovation survey on the Harbour Drive Bridge on Duck Key, Monroe County,
Florida.
This proposal contains the scope of services to be provided and presents the estimated cost and unit
pricing that will apply.
PROJECT INFORMATION
We understand that the survey will be performed on the bridge structure that is scheduled to be
renovated. The bridge is approximately 60 linear feet in length. It further also understood that this survey
may be done under the same mobilization as the survey for the Bimini Drive Bridge(Bridge No.904603). PSI
will provide separate pricing options for providing this survey under the same mobilization or under a
separate mobilization.
The purpose of the asbestos survey is to assist the facility owner and contractor performing the renovation
in complying with requirements of 40 Code of Federal Regulations (CFR) Part 61, the National Emission
Standards for Hazardous Air Pollutants (NESHAP) and 29 CFR 1926.1101, the OSHA Asbestos Construction
Standard.
The purpose of the lead-based paint survey is to assist the facility owner and contractor performing the
renovation in complying with requirements of the U.S. Occupational Safety and Health Administration
(OSHA) 29 CFR 1926.62 — Lead in Construction, Resource Conservation and Recovery Act (RCRA), Toxic
Substances Control Act (TSCA), Comprehensive Environmental Response Compensation and Liability Act
(CERCLA),and the Universal Waste Rule(UWR)governing the disposal of hazardous waste.
SCOPE OF SERVICES
Given our understanding of the project requirements,the following services are proposed:
www.intertek.com/building
Proposal Number:0784-271653
• Kisinger Campo&Associates Corporation
March 11,2019
Page 2
Asbestos Survey
• A U.S. Environmental Protection Agency(EPA)-accredited inspector will perform a visual assessment of
the structures to identify suspected asbestos-containing building materials. The location,quantity,and
condition of each suspect material will be noted.
• The inspector will conduct bulk sampling of the suspect materials in accordance with the sampling
requirements listed in 40 CFR Part 763,the Asbestos Hazard Emergency Response Act(AHERA).
• Samples will be shipped to a NVLAP accredited environmental laboratory for analysis by the EPA
recommended method, Polarized Light Microscopy (PLM). If PLM results indicate levels between
"trace"and 10%asbestos,the Client has the option to analyze the samples further by PLM Point Count
Analysis to better quantify the asbestos content or assume the material to be asbestos containing.
Materials having point count results<1% asbestos are considered non-ACM. If the Client chooses this
analysis, an additional charge of$45.00 per sample will be added for each sample analyzed by Point
Counting.
Lead-Based Paint Survey
• Review available previous lead-based paint sampling reports, specifications, maintenance
records, etc.
• PSI will collect paint chip samples to assess the potential presence of lead-based paint that may
exist on the surfaces of the bridge. PSI will collect one paint chip sample from each of the
different building components observed. All samples will be analyzed for total lead using the
flame atomic absorption (AAS) method.
• Detailed records will be kept describing each sampling location selected, the condition of the
substrate and paint for each sample,and anything unusual about the sampled location.
FINAL REPORT
PSI will provide an electronic copy of a final report for the bridge within fifteen working days from
the time of the survey, provided no delays such as access to the building are incurred. The report
will summarize field observations and laboratory analytical results. Report to include:
• Findings and Recommendations
• Quantification of asbestos-containing materials
• Analytical Results
• Photographs
PROJECT SCHEDULE&COST ESTIMATES
It is proposed that the fee for the performance of the outlined services be determined on a lump sum basis
for the asbestos and lead-based paint renovation survey.
Lump Sum under separate mobilization from Bimini Drive Bridge: $2,675.00
Lump Sum under same mobilization as Bimini Drive Bridge: $1,800.00
PSI appreciates the opportunity to propose on your project. After your review of this proposal, if you have
any questions, please contact us. If this proposal is acceptable to you, please sign below as notice to
www.intertek.com/building
Proposal Number:0784-271653
Kisinger Campo&Associates Corporation
March 11,2019
Page 3
proceed and return one copy of this proposal intact to our office. We will proceed with the work upon
receipt of proposal authorization.
PSI will schedule a site visit within two (2) days from receipt of signed authorization and provide
the report within fifteen (15) working days from the time of the survey.
If this proposal is acceptable to you, please return a letter of authorization along with one copy of this
proposal intact to our office.We will proceed with the work upon receipt of proposal authorization.
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Adel Guerrero E.John Emerson, CSP, CIEC
Project Manager Department Manager/Principal Consultant
IH & IAQ Services South Florida Environmental Group
AG/EJE
Attachments: Proposal Authorization and Payment Instructions
Project Cost Estimate
•
General Conditions
www.intertek.com/building
•
Proposal Number:0784-271653
Kisinger Campo&Associates Corporation
March 11,2019
Page 4
Proposal Authorization&Payment Instructions
Authorization
To execute this proposal, please initial which cost option you approve on the previous page then sign and
complete the authorization information below along with applicable payment instructions, and return one copy of
the authorized proposal to our office.
Authorized By(please print) Signature
Title Firm
Address
City State Zip Code Telephone
Date Purchase Order No./Project Tracking No.(if applicable)
Payment Instructions
If invoice payment is to be made by a party other than the authorizing party above, please provide the following
information for whom the invoices are to be billed:
Firm Attention
Address Title
City State Zip Code Telephone
Authorizing Party's Relationship to Invoice Payment Party
If invoices are to be approved other than by the payment party above, please provide the following information
for whom the invoices are to be mailed for approval:
Firm Attention
Address Title
City State Zip Code Telephone
Authorizing Party's Relationship to Invoice Approval Party
www.intertek.com/building
•
Proposal Number:0784-271653
Kisinger Campo&Associates Corporation
® March 11,2019
Page 5
ATTACHMENT A
PROJECT COST ESTIMATE
Asbestos Renovation Survey
Kisinger Campo&Associates
Harbour Drive Bridge(Bridge No. 904604)
Duck Key, Florida
**IF DONE UNDER SEPARATE MOBILIZATION FROM BIMINI DRIVE BRIDGE
Field Services
1. Industrial Hygienist 12 hours $ 75.00 /hour $ 900.00
2. Sample Analysis ASB 10 samples $ 20.00 /sample $ 200.00
3. Sample Analysis LBP 5 samples $ 20.00 /sample $ 100.00
4. Field Services Vehicle 1 day $ 125.00 /day $ 125.00
subtotal $ 1,325.00
Project Management and Report Preparation
1. Principal Consultant ASB 1 hour $ 150.00 /hr $ 150.00
2. Principal Consultant LBP 1 hour $ 150.00 /hr $ 150.00
3. Project Manager 8 hours $ 95.00 /hr $ 760.00
4. CADD 2 hours $ 55.00 /hr $ 110.00
5. Secretary 4 hour $ 45.00 /hr $ 180.00
subtotal $ 1,350.00
ESTIMATED TOTAL $ 2,675.00
**IF DONE UNDER SAME MOBILIZATION AS BIMINI DRIVE
BRIDGE
Field Services
1. Industrial Hygienist 2 hours $ 75.00 /hour $ 150.00
2. Sample Analysis ASB 10 samples $ 20.00 /sample $ 200.00
3. Sample Analysis LBP 5 samples $ 20.00 /sample $ 100.00
4. Field Services Vehicle 0 day $ 125.00 /day $ -
subtotal $ 450.00
Project Management and Report Preparation
1. Principal Consultant ASB 1 hour $ 150.00 /hr $ 150.00
2. Principal Consultant LBP 1 hour $ 150.00 /hr $ 150.00
3. Project Manager 8 hours $ 95.00 /hr $ 760.00
4. CADD 2 hours $ 55.00 /hr $ 110.00
5. Secretary 4 hour $ 45.00 /hr $ 180.00
subtotal $ 1,350.00
ESTIMATED TOTAL $ 1,800.00
www.intertek.com/building
GENERAL CONDITIONS
t. PARTIES AND SCOPE OF WORK:Professional Service Industries Inc.("PSI")shall include said company or its particular division,subsidiary or affiliate performing
the work."Work"means the specific service to be performed by PSI as set forth in PSI's proposal,Client's acceptance thereof and these General Conditions.Additional
work ordered by Client shall also be subject to these General Conditions. "Client"refers to the person or business entity ordering the work to be done by PSI.If Client is
ordering the work on behalf of another,Client represents and warrants that it is the duly authorized agent of said party for the purpose of ordering and directing said work.
Unless otherwise stated in writing,Client assumes sole responsibility for determining whether the quantity and the nature of the work ordered by the client is adequate and
sufficient for Client's intended purpose.Client shall communicate these General Conditions to each and every third party to whom Client transmits any part of PSI's work.
PSI shall have no duty or obligation to any third party greater than that set forth in PSI's proposal,Client's acceptance thereof and these General Conditions.The ordering
of work from PSI,or the reliance on any of PSI's work,shall constitute acceptance of the terms of PSI's proposal and these General Conditions,regardless of the terms of
any subsequently issued document.
2. TESTS AND INSPECTIONS:Client shall cause all tests and inspections of the site,materials and work performed by PSI or others to be timely and properly performed
in accordance with the plans,specifications and contract documents and PSI's recommendations.No claims for loss,damage or injury shall be brought against PSI by
Client or any third party unless all tests and inspections have been so performed and unless PSI's recommendations have been followed.Client agrees to indemnify,
defend and hold PSI,its officers,employees and agents harmless from any and all claims,suits,losses,costs and expenses,including,but not limited to,court costs and
reasonable attorney's fees in the event that all such tests and inspections are not so performed or PSI's recommendations are not so followed.
3. PREVAILING WAGES: This proposal specifically excludes compliance with any project labor agreement, labor agreement, or other union or apprenticeship
requirements. In addition, unless explicitly agreed to in the body of this proposal,this proposal specifically excludes compliance with any state or federal prevailing
wage law or associated requirements,including the Davis Bacon Act. It is agreed that no applicable prevailing wage classification or wage rate has been provided to PSI,
and that all wages and cost estimates contained herein are based solely upon standard,non-prevailing wage rates. Should it later be determined by the Owner or any
applicable agency that in fact prevailing wage applies,then it is agreed that the contract value of this agreement shall be equitably adjusted to account for such changed
circumstance. Client will reimburse,defend,indemnify and hold harmless PSI from and against any liability resulting from a subsequent determination that prevailing
wage regulations cover the Project,including all costs,fines and attorney's fees.
4. SCHEDULING OF WORK: The services set forth in PSI's proposal and Client's acceptance will be accomplished by PSI personnel at the prices quoted. If PSI
is required to delay commencement of the work or if,upon embarking upon its work,PSI is required to stop or interrupt the progress of its work as a result of changes in
the scope of the work requested by Client,to fulfill the requirements of third parties,interruptions in the progress of construction,or other causes beyond the direct
reasonable control of PSI,additional charges will be applicable and payable by Client.
5. ACCESS TO SITE:Client will arrange and provide such access to the site and work as is necessary for PSI to perform the work.PSI shall take reasonable measures and
precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment.
6. CLIENT'S DUTY TO NOTIFY ENGINEER:Client warrants that it has advised PSI of any known or suspected hazardous materials,utility lines and pollutants at any
site at which PSI is to do work,and unless PSI has assumed in writing the responsibility of locating subsurface objects,structures,lines or conduits,Client agrees to
defend,indemnify and save PSI harmless from all claims,suits,losses,costs and expenses,including reasonable attorney's fees as a result of personal injury,death or
property damage occurring with respect to PSI's performance of its work and resulting to or caused by contact with subsurface or latent objects,structures,lines or conduits
where the actual or potential presence and location thereof were not revealed to PSI by Client.
7. RESPONSIBILITY:PSI's work shall not include determining,supervising or implementing the means,methods,techniques,sequences or procedures of construction.
PSI shall not be responsible for evaluating,reporting or affecting job conditions conceming health,safety or welfare.PSI's work or failure to perform same shall not in
any way excuse any contractor,subcontractor or supplier from performance of its work in accordance with the contract documents. Client agrees that it shall require
subrogation to be waived against PSI and for PSI to be added as an Additional Insured on all policies of insurance,including any policies required of Client's contractors
or subcontractors,covering any construction or development activities to be performed on the project site. PSI has no right or duty to stop the contractor's work.
8. SAMPLE DISPOSAL:Test specimens will be disposed immediately upon completion of the test.All drilling samples will be disposed sixty(60)days after submission
of PSI's report.
9. PAYMENT:The quantities and fees provided in this proposal are PSI's estimate based on information provided by Client and PSI's experience on similar projects. The
actual total amount due to PSI shall be based on the actual final quantities provided by PSI at the unit rates provided herein. Where Client directs or requests additional
work beyond the contract price it will be deemed a change order and PSI will be paid according to the fee schedule.Client shall be invoiced once each month for work
performed during the preceding period.Client agrees to pay each invoice within thirty(30)days of its receipt.Client further agrees to pay interest on all amounts invoiced
and not paid or objected to for valid cause in writing within said thirty(30)day period at the rate of eighteen(18)percent per annum(or the maximum interest rate permitted
under applicable law),until paid.Client agrees to pay PSI's cost of collection of all amounts due and unpaid after thirty(30)days,including court costs and reasonable
attorney's fees.PSI shall not be bound by any provision or agreement requiring or providing for arbitration of disputes or controversies arising out of this agreement,
any provision wherein PSI waives any rights to a mechanics'lien,or any provision conditioning PSI's right to receive payment for its work upon payment to Client by any
third party.These General Conditions are notice,where required,that PSI shall file a lien whenever necessary to collect past due amounts.Failure to make payment within
30 days of invoice shall constitute a release of PSI from any and all claims which Client may have,whether in tort,contract or otherwise,and whether known or unknown
at the time.
1
B-900-11(14) 9/17
GENERAL CONDITIONS
to.ALLOCATION OF RISK:CLIENT AGREES THAT PSI'S SERVICES WILL NOT SUBJECT PSI'S INDIVIDUAL EMPLOYEES,OFFICERS OR DIRECTORS TO
ANY PERSONAL LIABILITY,AND THAT NOTWITHSTANDING ANY OTHER PROVISION OF THIS AGREEMENT,CLIENT AGREES THAT ITS SOLE AND
EXCLUSIVE REMEDY SHALL BE TO DIRECT OR ASSERT ANY CLAIM,DEMAND,OR SUIT ONLY AGAINST PSI.
SHOULD PSI OR ANY OF ITS EMPLOYEES BE FOUND TO HAVE BEEN NEGLIGENT IN THE PERFORMANCE OF ITS WORK,OR TO
HAVE MADE AND BREACHED ANY EXPRESS OR IMPLIED WARRANTY,REPRESENTATION OR CONTRACT,CLIENT,ALL PARTIES
CLAIMING THROUGH CLIENT AND ALL PARTIES CLAIMING TO HAVE IN ANY WAY RELIED UPON PSI'S WORK AGREE THAT THE
MAXIMUM AGGREGATE AMOUNT OF THE LIABILITY OF PSI, ITS OFFICERS, EMPLOYEES AND AGENTS SHALL BE LIMITED TO
$25,000.00 OR THE TOTAL AMOUNT OF THE FEE PAID TO PSI FOR ITS WORK PERFORMED ON THE PROJECT,WHICHEVER AMOUNT
IS GREATER. IN THE EVENT CLIENT IS UNWILLING OR UNABLE TO LIMIT PSI'S LIABILITY IN ACCORDANCE WITH THE
PROVISIONS SET FORTH IN THIS PARAGRAPH,CLIENT MAY,UPON WRITTEN REQUEST OF CLIENT RECEIVED WITHIN FIVE DAYS
OF CLIENT'S ACCEPTANCE HEREOF,INCREASE THE LIMIT OF PSI'S LIABILITY TO$250,000.00 OR THE AMOUNT OF PSI'S FEE PAID
TO PSI FOR ITS WORK ON THE PROJECT,WHICHEVER IS THE GREATER, BY AGREEING TO PAY PSI A SUM EQUIVALENT TO AN
ADDITIONAL AMOUNT OF 5%OF THE TOTAL FEE TO BE CHARGED FOR PSI'S SERVICES.THIS CHARGE IS NOT TO BE CONSTRUED
AS BEING A CHARGE FOR INSURANCE OF ANY TYPE, BUT IS INCREASED CONSIDERATION FOR THE GREATER LIABILITY
INVOLVED. IN ANY EVENT, ATTORNEY'S FEES EXPENDED BY PSI IN CONNECTION WITH ANY CLAIM SHALL REDUCE THE
AMOUNT AVAILABLE,AND ONLY ONE SUCH AMOUNT WILL APPLY TO ANY PROJECT.
NEITHER PARTY SHALL BE LIABLE TO THE OTHER IN CONTRACT,TORT(INCLUDING NEGLIGENCE AND BREACH OF STATUTORY
DUTY)OR OTHERWISE FOR LOSS OF PROFIT(WHETHER DIRECT OR INDIRECT)OR FOR ANY INDIRECT.CONSEQUENTIAL,PUNITIVE,
OR SPECIAL LOSS OR DAMAGE, INCLUDING WITHOUT LIMITATION LOSS OF PROFITS, REVENUE, BUSINESS, OR ANTICIPATED
SAVINGS(EVEN WHEN ADVISED OF THEIR POSSIBILITY).
NO ACTION OR CLAIM,WHETHER IN TORT,CONTRACT,OR OTHERWISE,MAY BE BROUGHT AGAINST PSI,ARISING FROM OR RELATED TO PSI'S
WORK,MORE THAN TWO YEARS AFTER THE CESSATION OF PSI'S WORK HEREUNDER,REGARDLESS OF THE DATE OF DISCOVERY OF SUCH
CLAIM.
11.INDEMNITY:Subject to the above limitations,PSI agrees not to defend but to indemnify and hold Client harmless from and against any and all claims,suits,costs and
expenses including reasonable attorney's fees and court costs to the extent arising out of PSI's negligence as finally determined by a court of law.Client shall provide the
same protection to the extent of its negligence. In the event that Client or Client's principal shall bring any suit,cause of action,claim or counterclaim against PSI,the
Client and the party initiating such action shall pay to PSI the costs and expenses incurred by PSI to investigate,answer and defend it,including reasonable attorney's and
witness fees and court costs to the extent that PSI shall prevail in such suit.
12.TERMINATION:This Agreement may be terminated by either party upon seven days'prior written notice.In the event of termination,PSI shall be compensated by
Client for all services performed up to and including the termination date,including reimbursable expenses.
13.EMPLOYEES/WITNESS FEES:PSI's employees shall not be retained as expert witnesses except by separate,written agreement.Client agrees to pay PSI's legal
expenses,administrative costs and fees pursuant to PSI's then current fee schedule for PSI to respond to any subpoena. For a period of one year after the completion of
any work performed under this agreement,Client agrees not to solicit,recruit,or hire any PSI employee or person who has been employed by PSI within the previous
twelve months. In the event Client desires to hire such an individual,Client agrees that it shall seek the written consent of PSI,and shall pay PSI an amount equal to one-
half of the employee's annualized salary,without PSI waiving other remedies it may have.
14.FIDUCIARY:PSI is not a financial advisor,does not provide financial advice or analysis of any kind,and nothing in our reports can create a fiduciary relationship between
PSI and any other party.
15.RECORDING:Photographs or video recordings of the Client's own project may be taken by and used for the Client's own internal purposes. Photographs or video recordings
may not be used for marketing or publicity,or distributed to a third party or otherwise published without PSI's prior review and consent in writing. Taking photographs of other
Clients'samples,test setups,or facilities,or recording in any manner any test specimen other than the test specimen related to the Client's project is prohibited;and the Client
agrees to hold in strict confidence and not use any proprietary information disclosed either advertently or inadvertently. The Client shall defend,hold harmless,and indemnify
PSI for any breach of this clause.
16.CHOICE OF LAW AND EXCLUSIVE VENUE: All claims or disputes arising or relating to this agreement shall be governed by,construed, and enforced in
accordance with the laws of Illinois. The exclusive venue for all actions or proceedings arising in connection with this agreement shall be either the Circuit Court in
Cook County,Illinois,or the Federal Court for the Northern District of Illinois.
17.PROVISIONS SEVERABLE:The parties have entered into this agreement in good faith,and it is the specific intent of the parties that the terms of these General
Conditions be enforced as written.In the event any of the provisions of these General Conditions should be found to be unenforceable,it shall be stricken and the remaining
provisions shall be enforceable.
is.ENTIRE AGREEMENT:This agreement constitutes the entire understanding of the parties,and there are no representations,warranties or undertakings made other
than as set forth herein. This agreement may be amended,modified or terminated only in writing,signed by each of the parties hereto.
2
B-900-11(14) 9/17
WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS;SUBCONTRACTORS
AND MATERIAL SUPPLIERS.TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL.
UNDER FLORIDA LAW,YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN ALIEN AGAINST YOUR
PROPERTY AND YOUR PAYING TWICE.TO AVOID A LIEN AND PAYING TWICE,YOU MUST OBTAIN A WRITTEN
RELEASE FROM:SPEEDY CONCRETE CUTTING INC EVERY TIME YOU PAY YOUR CONTRACTOR.
NOTICE TO OWNER/NOTICE TO CONTRACTOR RECEIVED OCT 06 2021
9214890109193630998852 THE UNDERSIGNED HEREBY INFORMS YOU
Monroe County Board of County Commissioners THAT HE HAS FURNISHED OR IS FURNISHING
1.100.Simonton St SERVICES OR MATERIALS AS FOLLOWS:
Key West, Florida 33040 SAWCUT CONCRETE AND.RELATED SERVICES
FOR THE IMPROVEMENT OF REAL PROPERTY IDENTIFIED AS: ' ;
Job Name:DUCK KEY-BRIDGE WORK; Job Address: 107 Vista Ln Marathon, Florida 33050-3739; Legal Description:
HARBOUR:DRIVE:BRIDGE(#904604)'AND SEAVIEW DRIVE BRIDGE(#904606) STRENGTHENING PROJECT, DUCK KEY,
FL, Folio Number: Bondi 3083-2445-2310200 date of recording: March 25,2021 As recorded in the public records of
Monroe County, Florida
UNDER AN ORDER GIVEN BY: AMERICAN EMPIRE BUILDERS,INC • :
Florida law prescribes the-serving.of the notice and restricts your rights to make payments under your contract in accordance
_ ;i;ith Section 713.06, Florida Statutes:ifthis job is'bonded under Section 718,23 Florida Statutes, Section 255.05 Florida
Statutes;Title 40 U.S.C. Section 270 or any other form of bond,this notice is also notice of intent to make a claim against any
statutory or common law bond and the firm sending this notice will look to such bond for protection and payment.The
undersigned requests a copy of the payment bond and a copy of any direct contracts relating to the improvementsof the
aforementioned real property and agrees to pay reasonable copy,costs for same.
IMPORTANT INFORMATION FOR YOUR PROTECTION
Under Florida's laws,those who work on your property or provide materials and are not paid have a right to enforce their claim
for payment against your property.This claim is known as a construction lien:If youroontractor fails to pay sub-contractors or.
material suppliers or neglects to make other legally required payments,the people who are owed money may look to your
property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. -
PROTECT YOURSELF
`RECOGNIZE that this notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner
have been paid:LEARN more about the Construction Lien Law,Chapter.713', Part I, Florida Statutes,and the meaning of this
notice by contacting an attorney or The Florida Department of Business and Professional Regulation.
� . -I
ATTN Ha dee Gil rY
SPEEDY CONCRETE CUTTING INC ` ' W/O#74166227�-} r ,.
2 :1
Agent For: 2579 NW 19th Street Jobl#AME655/F,TL013 6
Fort Lauderdale,Florida 33311 • Sejateniber 20,2026 CD
954-730-7200 x 142 'C C ="-'
By:F/S Ariela Wagner = frr
Recipient Type Tracking# Name Address r— r C
Bond Company 9214890.109193630998838 NGM Insurance Company 4601 224on Rd E Ste 3400 Jacksonville,
Florida 32246
Bond Company 9214890109193630998845 NGM Insurance Company 55 West St Keene,New Hampshire 03431
Owner 9214890109193630998852 Monroe County Board of County 1100 Simonton St Key West,Florida 33040
Commissioners
Surety Agent 9214890109193630998869 Nielson,Hoover&Associates 8000 Governors Square Blvd Ste 101 Miami
, Lakes,Florida 33016
Engineer 9214890109193630998876. : Kisinger Campo&'Associates' 201 N Franklin St;Ste 400 Tampa,Florida
: 33602
General"Contractor AMERICAN EMPIRE BUILDERS,INC- 13775 SW 145th Ct'Ste B Miami,Florida
TONY/305 345-5484 33186-6755