Construction Engineering and Inspection Services for Pine Ridge Road Corridor Improvements .pdf

(Template Version 1)

COLLIER COUNTY

BOARD OF COUNTY COMMISSIONERS

REQUEST FOR PROFESSIONAL SERVICES (RPS)

In accordance with Florida Statute 287.055 Consultants’ Competitive Negotiation Act

FOR

CONSTRUCTION ENGINEERING AND INSPECTION

SERVICES FOR

PINE RIDGE ROAD CORRIDOR IMPROVEMENTS

RPS NO.: 26-8674

ZACHARY SCHEID, PROCUREMENT STRATEGIST

PROCUREMENT SERVICES DIVISION

3295 TAMIAMI TRAIL EAST, BLDG C-2

NAPLES, FLORIDA 34112

TELEPHONE: (239) 252-1291

Zachary.Scheid@collier.gov (Email)

SOLICITATION PUBLIC NOTICE

REQUEST FOR

PROFESSIONAL SERVICES

(RPS) NUMBER:

26-8674

PROJECT TITLE: Construction Engineering and Inspection Services for Pine Ridge Road Corridor Improvements

PRE-PROPOSAL

CONFERENCE:

N/A

LOCATION: PROCUREMENT SERVICES DIVISION, CONFERENCE ROOM A,

3295 TAMIAMI TRAIL EAST, BLDG. C-2, NAPLES, FL 34112

RPS OPENING

DAY/DATE/TIME:

August 5th, 2026, at 3:00 PM

PLACE OF RPS OPENING: PROCUREMENT SERVICES DIVISION

3295 TAMIAMI TRAIL EAST, BLDG. C-2

NAPLES, FL 34112

All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System: https://procurement.opengov.com/portal/collier-county-fl.

INTRODUCTION

As requested by the Transportation Engineering Division (hereinafter, the “Division or Department”), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, “County”) has issued this Request for Professional Services (hereinafter, “RPS”) with the intent of obtaining proposals from interested and qualified Proposers in accordance with the terms, conditions and specifications stated herein, in the Solicitation and/or attachments. The Proposers at a minimum, must achieve the requirements of the Specifications, Scope of Services or Scope of Work stated. All references to “Proposer” are also referred to as “Consultant,” “Firm,” “Offeror,” “Contractor,” and “Vendor.”

Construction Engineering and Inspection (CEI) services have historically been added to the construction phase of transportation projects. The County typically performs CEI services with either in-house forces or by outsourcing.

CEI work involves providing oversight for the County, ensuring that the Contractor builds the project in reasonable conformity with the plans, specifications, and special provisions for the Construction Contract. The CEI firm is the liaison between the County and the Contractor to observe the Contractor's work to determine the progress and quality of the work. The CEI Consultant identifies discrepancies, reports significant discrepancies to the County, and directs the Contractor to correct such observed discrepancies.

Historically, County departments have spent approximately 5% to 12% of total project construction costs, estimated at $20 million; however, this may not be indicative of future buying patterns.

BACKGROUND

CEI services are required for the Pine Ridge Road Corridor Improvements Project. The project includes road and intersection improvements along Pine Ridge Road, approximately 1 mile in length, from west of the intersection of Pine Ridge Road and Livingston Road to east of Whippoorwill Lane. It also includes improvements extending approximately ¾ of a mile in length along Livingston Road north and south of the Pine Ridge/Livingston Road intersection. The project will consist of new “Jug-Handle” intersection design at the Pine Ridge Road/Livingston Road intersection that will direct southbound motorists wishing to turn left (east) through the main intersection and enter a loop ramp back to Pine Ridge Road where they will head east through the main intersection. The project will include a conventional intersection at the Pine Ridge Road/Whippoorwill Lane intersection, along with drainage improvements, sidewalk, and traffic signals.

https://procurement.opengov.com/portal/collier-county-fl

The CEI services include, but are not limited to, project administration and record keeping, providing construction inspections, monitoring, and material acceptance testing and verification. In addition, the services shall include monitoring off-site activities for asphalt paving and miscellaneous structures. Monitoring and inspecting the Contractor’s Work Zone Traffic Plan and reviewing modifications to the Work Zone Traffic Control Plan in accordance with the Florida Department of Transportation (FDOT) procedures. A firm, or its affiliate, that is the Engineer of Record (EOR) on any of the projects listed herein shall not be considered eligible to compete as a consultant.

AWARD AND TERM OF AGREEMENT

County reserves the right to modify this scope during negotiations for budgetary reasons.

The contract term, if an award is made, will commence on the date of the Notice to Proceed and end upon acceptance and approval of the final payment.

Prices shall remain firm for the term of the awarded contract.

Surcharges will not be accepted in conjunction with this award, and such charges should be incorporated into the pricing structure.

DETAILED SCOPE OF WORK

1.0 PURPOSE

This scope of services describes and defines the Construction Engineering and Inspection (CEI) services required for contract administration, inspection, materials sampling and testing, and contractor compliance for the construction projects listed below.

2.0 SCOPE

Provide services as defined in this Scope of Services, and the referenced Florida Department of Transportation (FDOT) manuals and procedures.

The project for which the services are required is:

County Project IDs: 60201

Description: PINE RIDGE ROAD CORRIDOR IMPROVEMENTS

County: Collier

Major work groups include:

• 10.1 – Roadway CEI

• 10.4 – Minor Bridge and Miscellaneous Structures CEI

Minor work groups include:

• 8.1 - Control Surveying

• 8.2 - Design, Right of Way Construction Surveying

• 9.1 - Soil Exploration

• 9.2 - Geotechnical Classification Lab Testing

• 9.3 - Highway Materials Testing

• 9.4 - Foundation Studies

• 9.5 - Geotechnical Specialty Lab Testing

• 10.3 – Construction Materials Inspection

The firms submitting as the PRIME CONSULTANT at a minimum must be pre-qualified through the FDOT in the following work groups:

• Group 10 – CEI: (10.1 and 10.4)

Also, at a minimum, the PRIME CONSULTANT AND/OR its subconsultant(s) must be pre-qualified through the FDOT in the following work groups:

• Group 8 – Surveying and Mapping

• Group 9 – Soil Exploration, Material Testing, and Foundations

• Group 10 – CEI: 10.3 - Construction Materials Inspection

Exercise independent professional judgment in performing obligations and responsibilities under this Agreement. Pursuant to Section 4.1.4 of the Construction Project Administration Manual (CPAM), the authority of the Consultant’s lead person, such as the Senior Project Engineer, and the Consultant’s Project Administrator shall be identical to the Division’s Project Manager and Construction Manager, respectively, and shall be interpreted as such.

Services provided by the Consultant shall comply with FDOT’s manuals, procedures, memorandums, bulletins, and local agency contract documents. FDOT manuals, procedures, and memorandums are found on the State Construction Office’s website.

On a single Construction Contract, it is a conflict of interest for a professional firm to receive compensation from both the COUNTY and the Contractor, either directly or indirectly.

3.0 LENGTH OF SERVICE

The services for the Construction Contract shall begin upon written notification to proceed by the Division.

The Division shall track the execution of the Construction Contract such that the Consultant is given timely authorization to begin work. While no personnel shall be assigned until written notification by the Division has been issued, the Consultant shall be ready to assign personnel within two weeks of notification. For the duration of the project, coordinate closely with the Division and Contractor to minimize rescheduling of consultant activities due to construction delays or changes in scheduling of Contractor activities.

For estimating purposes, the Consultant will be allowed an accumulation of thirty (30) calendar days to perform preliminary administrative services prior to the issuance of the Contractor's notice to proceed and thirty (30) calendar days to demobilize after final acceptance of the Construction Contract.

The anticipated letting schedules and construction times for the projects are tabulated below:

Construction Contract Estimate Financial Project ID

Letting Date (Mo/Day/Yr)

Start Date (Mo/Day/Yr)

Duration (Days)

60201 TBD

TBD

4.0 DEFINITIONS

A. Agreement: The Professional Services Agreement between the COUNTY and the Consultant setting forth the obligations of the parties thereto, including but not limited to the performance of the work, furnishing of services, and the basis of payment.

B. Contractor: The individual, firm, or company contracting with the county for performance of work or furnishing of materials.

C. Construction Contract: The written agreement between the COUNTY and the Contractor setting forth the obligations of the parties thereto, including but not limited to the performance of the work, furnishing of labor and materials, and the basis of payment.

D. Construction Project Manager: The Division employee assigned to manage the Construction Engineering and Inspection Contract and represent the Division during the performance of the services covered under this Agreement.

E. Construction Training/Qualification Program (CTQP): The FDOT program for training and qualifying technicians in Aggregates, Asphalt, Concrete, Earthwork, and Final Estimates Administration. Program information is available at CTQP website.

F. Consultant: The Consulting firm under contract to the COUNTY for administration of Construction Engineering and Inspection services.

G. CEI Project Administrator/Project Engineer: The employee assigned by the Consultant to be in charge of providing Construction Contract administration services for one or more Construction Projects.

H. CEI Senior Project Engineer: The Engineer assigned by the Consultant to be in charge of providing Construction Contract administration for one or more Construction Projects. This person may supervise other Consultant employees and act as the lead Engineer for the Consultant.

I. Procurement Contract Manager: The administrative Contract Manager at the County’s Procurement Office.

J. Division’s Construction Manager: The Division employee assigned to administer the Construction and the Consultant Construction Engineering and Inspection (CCEI) Contracts in the Transportation Engineering Division.

K. County’s Director of Transportation Engineering: The Director of Construction, Engineering, and Traffic Operations.

L. County’s Procurement Director: The Director of the Procurement Services Division.

M. County Manager: The Chief Executive Officer appointed by the Board of County Commissioners.

N. Engineer of Record: The Engineer noted on the Construction plans as the responsible person for the design and preparation of the plans.

O. Community Liaison Officer: The Growth Management Department’s employee assigned to manage the Public Information Issues.

P. Engineer of Record: The Engineer noted on the construction plans as the responsible person for the design and preparation of the plans.

Q. LAP (Local Area Program) Agreement: A contractual agreement between the County (Local Agency) and the Florida Department of Transportation, approved by the Federal Highway and Administration (FHWA).

R. Project Manager: The Engineer or employee assigned by the County to administer Construction Contracts for the Division.

S. Public Information Office: The county employee assigned to liaise with the Consultant in managing the Public Information Program.

T. Owner: The Board of County Commissioners for Collier County, Florida. A political subdivision of the State of Florida.

5.0 ITEMS TO BE FURNISHED BY THE DIVISION TO THE CONSULTANT

A. The Division, on an as needed basis, will furnish the following Construction Contract documents for each project. These documents may be provided in electronic format only to the Project Manager or designee.

1. Construction Plans, in Adobe PDF and reproducible in size 11” X 17” prints.

2. Computer Aided Drafting and Design (CADD) Files will be provided upon request in MicroStation format.

3. Specification Package, in Adobe PDF and reproducible in size 8.5” X 11” prints. The native file in Microsoft Word if requested.

4. Copy of the Executed Construction Contract, in Adobe PDF and reproducible in size 8.5” X 11” prints.

5. Copy of the Executed Local Agency Program Agreement

6. Utility Agency’s Agreements and Work schedules (if applicable).

7. Environmental Permits, in Adobe PDF.

6.0 ITEMS FURNISHED BY THE CONSULTANT

6.1 FDOT Documents:

All applicable FDOT documents referenced herein shall be a condition of this Agreement. All FDOT documents, directives, procedures, and standard forms are available through the FDOT’s Internet website. Most items can be purchased through the following address. All others can be acquired through the District Office or online at the FDOT’s website.

Florida Department of Transportation Maps and Publication Sales 605 Suwannee Street, MS 12 Tallahassee, Florida 32399-0450 Telephone No. (850) 414-4050 http://www.fdot.gov/construction/

6.2 Office Automation:

Provide all software and hardware necessary to efficiently and effectively carry out the responsibilities under this Agreement.

Provide each inspection staff with a laptop computer (or tablet) running software needed for project scheduling, documentation, and control (such as, but not limited to, Site Manager application through Citrix, Primavera/Sidetrack, Microsoft Projects, Claim Digger, etc.) connection using a mobile broadband connection at the jobsite.

All computer coding shall be input by Consultant personnel using equipment furnished by them.

(a) Communication Technology:

All informational, contractual, and other business required for this project will be tailored to the needs of the project and to facilitate communication. At times a paperless electronic system may be necessary such as emails, portals or web sites, and at other times hard copies will be expected and accepted.

Ownership and possession of computer equipment and related software, which is provided by the Consultant, shall always remain with the Consultant. The Consultant shall retain responsibility for risk of loss or damage to said equipment during performance of this Agreement. Field office equipment should always be maintained and operational.

Current technical specifications for office automation can be viewed at:

http://www.fdot.gov/Construction/DesignBuild/ConsultantCEI/OfficeAutomation.shtm

6.3 Field Office:

The County may require a satellite office for this project. The Consultant shall be reimbursed for allowed expenses associated with this satellite office. The office must have, at a minimum, the following items to support the project:

• Office space within a desired radius to the project for the duration of the project.

http://www.fdot.gov/construction/ http://www.fdot.gov/Construction/DesignBuild/ConsultantCEI/OfficeAutomation.shtm

• Office telephone

• Copier rental/lease

• Broadband internet access

Consultant shall list this fixed monthly cost as a line item of the cost proposal titled “Field Office expenses,” and shall also be listed as such on invoices submitted to the County for payment.

Vehicles:

Vehicles will be equipped with appropriate safety equipment and must be able to effectively carry out requirements of this Agreement. Vehicles shall have the name and phone number of the consulting firm visibly displayed on both sides of the vehicle.

6.4 Field Equipment:

Supply survey, inspection, and testing equipment essential to perform services under this Agreement; such equipment includes non-consumable and non-expendable items.

Hard hats shall have the name of the consulting firm visibly displayed.

Equipment described herein and expendable materials under this Agreement will remain the property of the Consultant and shall be removed at the completion of the work.

Handling of nuclear density gauges shall be in compliance with their license.

Retain responsibility for risk of loss or damage to said equipment during the performance of this Agreement. Field office equipment shall always be maintained and in operational condition.

6.5 Licensing for Equipment Operations:

Obtain proper licenses for equipment and personnel operating equipment when licenses are required. The license and supporting documents shall be available for verification by the Division, upon request. A radioactive Materials License for use of Surface Moisture Density Gauges shall be obtained through the State of Florida Department of Health.

7.0 LIAISON RESPONSIBILITY OF THE CONSULTANT

For the duration of the Agreement, keep the Division’s Construction Project Manager in Responsible Charge informed of all significant activities, decisions, correspondence, reports, and other communications related to its responsibilities under this Agreement.

Facilitate communications between all parties (i.e. architectural, mechanical, materials, landscaping, local agencies, etc.) ensuring responses and resolutions are provided in a timely manner. Maintain accurate records to document the communication process.

Inform the designated Division project personnel of any design defects, reported by the Contractor or observed by the Consultant.

Prior to payment, Consultant must submit all administrative items relating to Invoice Approval, Personnel Approval, User IDs, Time Extensions, and Supplemental Amendments to the Construction Project Manager for review and approval.

8.0 PERFORMANCE OF THE CONSULTANT

During the term of this Agreement and all Supplemental Amendments thereof, the Division will review various phases of consultant operations, such as construction inspection, materials sampling and testing, and administrative activities, to determine compliance with this Agreement. Cooperate and assist Division representatives in conducting the reviews. If deficiencies are indicated, remedial action shall be implemented immediately. Division recommendations and Consultant responses/actions are to be properly documented by the Consultant. No additional compensation shall be allowed for remedial action taken by the Consultant to correct deficiencies. Remedial actions and required response times may include but are not necessarily limited to the following:

A. Further subdivide assigned inspection responsibilities, reassign inspection personnel, or assign additional inspection personnel, within one week of notification.

B. Immediately replace personnel whose performance has been determined by the Consultant and/or the Division to be inadequate.

C. Immediately increase the frequency of monitoring and inspection activities in phases of work that are the Consultant's responsibility.

D. Increase the scope and frequency of training of the Consultant personnel.

9.0 REQUIREMENTS OF THE CONSULTANT

9.1 General:

It shall be the responsibility of the Consultant to administer, monitor, and inspect the Construction Contract such that the project is constructed in reasonable conformity with the plans, specifications, and special provisions for the Construction Contract.

Observe the Contractor’s work to determine the progress and quality of work. Identify discrepancies, report significant discrepancies to the Division, and direct the Contractor to correct such observed discrepancies.

Consult with the Construction Project Manager as necessary and direct all issues, which exceed delegated authority to the Construction Project Manager for Division action or direction.

Inform the designated Division project personnel of any significant omissions, substitutions, defects, and deficiencies noted in the work of the Contractor and the corrective action that has been directed to be performed by the Contractor.

9.2 Survey Control:

Check or establish the survey control baseline(s) along with sufficient baseline control points and bench marks at appropriate intervals along the project in order to: (1) make and record measurements necessary to calculate and document quantities for pay items, (2) make and record pre-construction and final cross section surveys of the project site in those areas where earthwork (i.e., embankment, excavation, subsoil excavation, etc.) is part of the construction project, and (3) perform incidental engineering surveys.

9.3 On-site Inspection:

Monitor the Contractor's on-site construction activities and inspect materials entering into the work in accordance with the plans, specifications, and special provisions for the Construction Contract to determine that the projects are constructed in reasonable conformity with such documents. Maintain detailed accurate records of the Contractor's daily operations and of significant events that affect the work. The Consultant shall have personnel qualified by the FDOT who can monitor off-site activities and fabrication unless otherwise stipulated by this Agreement.

Monitor and inspect Contractor’s Work Zone Traffic Control Plan and review modifications to the Work Zone Traffic Control Plan, including Alternate Work Zone Traffic Control Plan, in accordance with the FDOT’s procedures. Consultant employees performing such services shall be qualified in accordance with the FDOT’s procedures.

9.4 Sampling and Testing:

Perform sampling and testing of component materials and completed work in accordance with the Construction Contract documents. The minimum sampling frequencies set out in the FDOT's Materials Sampling, Testing and Reporting Guide shall be met. In complying with the aforementioned guide, provide daily surveillance of the Contractor's Quality Control activities and perform the sampling and testing of materials and completed work items for verification and acceptance.

The Consultant shall also perform inspection and sampling of materials and components at locations remote from the project site and testing of materials normally done in a laboratory remote from the project site.

Determine the acceptability of all materials and completed work items based on either test results or verification of a certification, certified mill analysis, FDOT label, FDOT stamp, etc.

The Division will monitor the effectiveness of the Consultant's testing procedures through observation and independent assurance testing.

Sampling, testing and laboratory methods shall be as required by the FDOT's Standard Specifications, Supplemental Specifications.

Documentation reports on sampling and testing performed by the Consultant shall be submitted during the same week that the construction work is done.

Transport samples to be tested to the appropriate laboratory that meets the FDOT standards.

Supply CTQP (Construction Training Qualification Program) qualified technicians (and their official certification) for concrete inspection.

Supply CTQP qualified Asphalt Paving and Plant Technicians(and their official certification) for asphalt inspection.

Supply CTQP qualified Earthwork Construction Inspection Technicians (and their official certification) for embankment, pipe backfill, subgrade, base and asphalt inspection.

9.5 Engineering Services:

Coordinate the Construction Contract administration activities of all parties other than the Contractor involved in completing the construction project. Notwithstanding the above, the Consultant is not liable to the Division for failure of such parties to follow written direction issued by the Consultant.

Services shall include maintaining the required level of surveillance of Contractor activities, interpreting plans, specifications, and special provisions for the Construction Contract. Maintain complete, accurate records of all activities and events relating to the project and properly document all project changes. The following services shall be performed:

(1) Attend a pre-service meeting for the Agreement within ten (10) business days after the notice-to-proceed. Provide appropriate staff to attend and participate in the pre-service meeting. At the time of this meeting the Consultant shall submit “Action Request” packages for Personnel Approval for immediate staff needs and a copy/computer file of the final negotiated staffing. The Consultant shall record a complete and concise record of the proceedings of the meeting and distribute copies of these minutes to the participants and other interested parties within seven (7) days of the meeting date.

(2) Prepare and submit to the Construction Project Manager for approval, within thirty (30) days after the pre-service meeting, a copy of the project specific Consultant Contract administration documents listed below (Adobe PDF file format is acceptable). In addition, the Consultant Contract administration documents, which shall be routinely used by the Consultant throughout the project, shall be in the format and content approved by the Construction Management Office.

a) Action Request Form

b) Contract Status Report, or other approved fund tracking report

c) CEI Consultant Firm estimated staffing (completed in accordance with the original Consultant Contract Agreement)

d) CEI Consultant Data

(3) Schedule, attend and conduct a Pre-construction Conference in accordance with Article 8-

3.5 of the FDOT Standard Specification for Road and Bridge Construction. The purpose of this meeting is to discuss the required documentation, including as-builts, necessary for permit(s) compliance. Record significant information revealed and decisions made at this conference and distribute copies of the minutes to the appropriate parties. The meeting shall also be electronically recorded, and the Consultant shall maintain all tapes of the meeting for the duration of the contract.

(4) Verify that the Contractor is conducting inspections, preparing reports and monitoring all storm water pollution prevention measures associated with the project. For each project that requires the use of the National Pollutant Discharge Elimination System (NPDES) General Permit, provide at least one inspector who has successfully completed the "Florida Stormwater, Erosion, and Sedimentation Control Training and Certification Program for Inspectors and Contractors”. The Consultant’s inspector will be familiar with the requirements set forth in the FEDERAL REGISTER, Vol. 57, No. 187, Friday, September 5, 1992, pages 4412 to 4435 "Final NPDES General Permits for Storm Water Discharges from Construction Sites" and the Division’s guidelines.

(5) Analyze the Contractor’s schedule(s) (i.e. baseline(s), revised baseline(s), updates, as-built, etc.) for compliance with the contract documents. Elements including, but not limited to, completeness, logic, durations, activity, flow, milestone dates, concurrency, resource allotment, and delays will be reviewed. Verify the schedule conforms with the construction phasing and Maintenance of Traffic (MOT) sequences, including all contract modifications. Provide a written review of the schedule identifying significant omissions, improbable or unreasonable activity durations, errors in logic, and any other concerns as detailed in CPAM.

(6) Analyze problems that arise on a project and proposals submitted by the Contractor; work to resolve such issues and process the necessary paperwork.

(7) Monitor, inspect and document utility relocation self-performed by the Contractor for conformance with Utility Agency’s Standards and the Utility Agency’s Approved Materials List. Document utility construction progress to be performed by Utility Agencies. Facilitate coordination and communication between Utility Agency’s representatives, Division’s staff and Contractors executing the work. Identify potential utility conflicts and assist in the resolution of utility issues including County and Privately-owned facilities.

Identify, review, and track progress of Joint Project Agreements, and/or other Division and utility Agreements. Address work progress, track reimbursement activities, and address betterment and salvage determination. Prepare all necessary documentation to support reimbursement activities and betterment and salvage determination.

(8) Produce reports, verify quantity calculations and field measure for payment purposes as needed to prevent delays in Contractor operations and to facilitate prompt processing of such information for the County to make timely payment to the Contractor.

(9) Prepare and make presentations for meetings and hearings before the Board of County Commissioners, Dispute Review Boards, or any other necessary Stakeholder meetings in connection with the project covered by this Agreement.

(10) Monitor each Contractor and subcontractor’s compliance with specifications and special provisions of the Construction Contract in regard to payment of predetermined wage rates in accordance with FDOT procedures.

(11) Provide Community Outreach Services and be proactive in keeping the community aware of the status and traffic impacts of the referenced project. With approval from the Division’s designee, prepare and disseminate information to the public, elected officials and the media of any upcoming events, which will affect traffic flow. Produce and distribute all publications (letters, flyers, brochures and news releases) necessary for this contract. Prior to release, the Division’s designee will approve all responses, letters, news releases and the like. Provide timely, professional responses to project inquiries including emails, telephone calls, etc. Coordinate general public information meetings, open houses, and community meetings as directed by the Division’s representatives.

(12) Prepare and submit to the Construction Project Manager monthly, a Construction Status Report, in a format to be approved by the Division.

(13) Video tape the pre-construction conditions throughout the project limits. Provide a digital photo log or video of project activities, with heavy emphasis on potential claim items/issues and on areas of real/potential public controversy.

(14) Provide a digital camera for photographic documentation of pre-construction state and of noteworthy incidents or events during construction.

These photographs will be filed and maintained on the Consultant’s computer using a digital photo management system.

Photographs shall be taken the day prior to the start of construction and continue as needed throughout the project. Photographs shall be taken the days of Substantial, Partial and Final Acceptance.

Provide visual documentation of the Project through the periodic collection of a set of panoramic digital photographs at predetermined stations throughout the project.

Photographic locations should be located at intervals such that the digital photographs collectively portray most of the visible surfaces on the Project. The digital photographs should be taken with a frequency designed to reveal changes in the progress of the Project, which can be compared to other project data including daily reports of construction and scheduling updates. Photographic data files comprising each digital photograph are to be supplied together with an HTML (web page) based access and display system for viewing the photographs. Original photographic data files are to be supplied for archival purposes and comprise photographic data identical in form and content to that produced by the digital camera used to capture the image. Working photographic data files are to be supplied for everyday reference purposes and comprise copies of each original photographic data file, which have been processed to a reduced pixel and color resolution (size and clarity) for distribution via CD ROM and the Internet. The access and display system should be comprised of a series of HTML files (web pages) which allow a user to view each photographic data file at random, and in a sequence which simulates the visual experience of a viewer moving through the actual Project from one photographic station to the next. The original photographic data files, working photographic data files and access and display system are to be distributed on CD ROM and portable hard disk media. The working photographic data files and the access and display system should also be maintained on a server accessible via the Internet.

10.0 Geotechnical Engineering:

The prime Consultant may engage the services of a geotechnical subconsultant to perform some of the services indicated in this section. However, the prime Consultant will be responsible to the Division for the satisfactory performance and timeliness of these services.

The prime Consultant will be required to become familiar with the existing site conditions and the contract documents. Observe and record the progress and quality of foundation work to determine that the foundations are constructed at the correct locations and elevations, identify discrepancies, and direct the Contractor to correct such observed discrepancies. Attend the Preconstruction Conference and/or special geotechnical meeting for the Construction Contract. All services under this section will be performed in accordance with FDOT Specification Section 455. Inspect and verify that the Contractor has performed the foundation work in accordance with applicable FDOT Specification Section 455 and other contract documents. Provide qualified Geotechnical Engineers and CTQP qualified inspectors in Drilled Shaft/Pile Driving/Auger Cast Pile inspection, relevant to the foundation type(s) required in the plans. Schedule meetings and facilitate communications between the Contractor and any Specialty Contractors, the CEI, and the Division Geotechnical Engineer/County Project Manager (DGE) as needed. Observe and verify that all work is performed in accordance with the contract documents. Assure that any specialty work is completed as necessary to accomplish its intent.

The following geotechnical engineering services shall be performed if applicable:

10.1 Drilled Shafts:

• Process and review the Drilled Shaft Installation Plan in accordance with CPAM.

• Schedule a pre-drilled shaft installation meeting to review and discuss the drilled shaft installation procedures. Make sure that the Contractor’s field superintendent, CEI’s drilled shaft inspector(s), and the DGE are invited. Prepare and distribute meeting minutes to the attendees.

• Inspect installation of test holes (methods shafts), load test shafts, and production shafts and ensure they are constructed in accordance with the plans, specifications, and special provisions for the Construction Contract. Report to the DGE any problems observed during the installation of the test holes, deviations from the Drilled Shaft Installation Plan or contract documents, and construction quality issues associated with the Contractor’s methods.

If there are pilot holes in the project, advise the DGE on the pilot hole schedule. Verify the pilot hole locations. Inspect the performance of the pilot holes and complete the proper FDOT inspection form, describing accurately the soils/rocks encountered and corresponding depths, the results of field testing performed (Standard Penetration Test blow counts, Cone Penetration Tests, or other, if applicable) and the results of the rock coring performed (coring time, recovery and rock quality designation (RQD).

Analyze the load test data, pilot holes and any other available soils/rock data as required to establish final drilled shaft tip elevations and minimum rock socket lengths. Submit report(s) recommending production shaft tip elevations, minimum rock socket lengths and any other recommendations that may be required in the rock socket lengths and any other recommendations that may be required in the project (such as rock socket material definition and impact of permanent or temporary casing on the required minimum socket lengths) to the DGE for approval.

• Inspect the bottom of the shafts for cleanliness using manual soundings or shaft inspection device as required in the contract documents.

• Complete all necessary drilled shaft inspection forms and keep a log of all inspections made of the shafts. Observe the performance of any load tests and verify that the details are implemented as planned.

• Provide completed drilled shaft inspection forms for all production and test shaft installations to the DGE upon completion of the drilled shaft installation. When conditions occur which are different from those indicated on the plans, immediately report them to the Geotechnical Engineer of Record and the DGE. Recommend adjustments to the authorized depths as necessary to obtain the shaft capacity to the DGE for approval.

• Review the drilled shaft logs and the concrete placement logs to identify possible shaft integrity problems and potential causes. Communicate identified issues to the DGE.

• a) Hire a Specialty Engineer to perform non-destructive integrity testing of drilled shafts as required to estimate shaft uniformity and to detect possible shaft defects. Report results to the

DGE.

• Evaluate problems encountered during construction and coordinate with the DGE and the Contractor to resolve such problems, including possible withdrawing Drilled Shaft Installation Plan approval.

10.2 Piles:

• Process and review the Pile Installation Plan in accordance with CPAM.

• Perform preliminary Wave Equation Analyses to assess and provide comments regarding the suitability of hammer driving system(s) included in the Pile Installation Plan. Provide analyses results (estimated blow count ranges for the nominal bearing resistances, installation stresses etc.) to the DGE.

• Schedule a pre-pile installation meeting to review and discuss the pile installation procedures.

Make sure the Contractor’s field superintendent, CEI’s pile inspectors, and the DGE are invited.

Prepare and distribute meeting minutes to the attendees.

• Provide personnel proficient in operation of the Pile Driving Analyzer (PDA) or Embedded Data Collector (EDC) monitoring equipment required for the project, for data collection, interpretation and analysis. Utilize the most current version of equipment and software for dynamic testing and dynamic data analysis.

• Perform dynamic testing per the contract documents during initial driving and redrives. Submit electronic PDA and EDC files upon completion of the test pile installation.

• Inspect and record the test pile driving process in accordance with CPAM.

• Perform signal matching analysis on test pile data for selected blows, using the latest software version. At a minimum, signal matching analysis shall be performed on initial drive data where required resistance is obtained below the minimum tip elevation and on set-check data (if any). If requested in special circumstances, the end of drive signal matching analysis will be performed in the field upon completion of the drive; otherwise, it shall be completed within 24 hours of driving the instrumented pile.

• Analyze the test data and available soils data as required to establish production pile lengths and driving criteria. The analysis must include signal matching analysis and wave equation calibration analysis to determine a pile driving-soil system model that will predict accurately driving resistance with stroke (or pressure) and blows per foot while matching transferred energy and dynamic stresses with the ones measured in the field. Submit preliminary report(s) recommending production pile lengths and driving criteria to the DGE for approval. The preliminary report shall include printed & plotted Signal Matching and Wave Equation Analysis outputs, and electronic files (Windows compatible) of all raw data obtained by the PDA and EDC equipment and the signal matching and wave equation analyses.

• Furnish final written letters, signed and sealed, for production pile lengths and the dance with CPAM. When applicable, include recommendations to determine “firm bearing material”.

• Inspect the conditions of the piles prior to installation, including any pile splices.

• Observe and verify that concrete piles were properly supported during storage and handled with appropriate pick-up details per contract documents.

• Inspect the pile driving installation. Complete the FDOT pile driving logs.

• Observe the performance of any static or statnamic load tests and review the details are implemented as planned.

• Evaluate problems encountered during construction and coordinate with the DGE and the

Contractor to resolve such problems, including possible additional testing and withdrawing the Pile Installation Plan.

10.3 Spread Footings:

• Observe construction of spread footing foundations and verify that they are founded at the required elevation and on the proper soil/rock material.

• Verify the Construction Plan requirements and the applicable specifications are followed throughout the spread footing construction.

• Evaluate problems encountered during construction and coordinate with the DGE and the

Contractor to resolve such problems.

11.0 PERSONNEL

11.1 General Requirements:

Provide prequalified/competent personnel necessary to efficiently and effectively carry out its responsibilities under this Agreement.

The County’s Project Administrator/Manager shall be responsible for verifying and maintaining copies of all required licenses, certifications, and qualifications requested from the Consultant throughout the term of the contract.

Unless otherwise agreed to by the Division, the Division will not compensate straight overtime or premium overtime for the positions of Senior Project Engineer, Project Administrator/Project Engineer, Contract Support Specialist and Assistant or Associate to any of these positions.

11.2 Personnel Qualifications:

Provide competent personnel qualified by experience and education. Submit to the Construction Project Manager the names of personnel proposed for assignment to the project, including a detailed resume for each containing at a minimum: salary, education, and experience. The Consultant Action Request form for personnel approval shall be submitted to the Construction Project Manager at least two weeks prior to the date an individual is to report to work.

Personnel identified in the Consultant technical proposal are to be assigned as proposed and are committed to performing services under this Agreement. Personnel changes will require written approval from the Division. Staff that has been removed shall be replaced by the Consultant within one week of Division notification.

Before the project begins, all project staff shall have a working knowledge of the current CPAM and must possess all the necessary qualifications/certifications for fulfilling the duties of the position they hold. Cross training of the Consultant’s project staff is highly recommended to achieve a knowledgeable and versatile project inspection team but shall not be at any additional cost to the Division and should occur as workload permits. Visit the training page on the FDOT Construction Office website for training dates.

Minimum qualifications for the Consultant personnel are set forth as follows. Exceptions to these minimum qualifications will be considered on an individual basis. However, a Project Administrator working under the supervision and direction of a Senior Project Engineer or an Inspector working under the supervision and direction of a Senior Inspector shall have six months from the date of hire to obtain the necessary qualifications/certifications provided all other requirements for such positions are met and the Consultant submits a training plan detailing when such qualifications/certifications and other training relative to the Division’s procedures, Specifications and Standard Plans will be obtained. The Division Construction Engineer or designee will have the final approval authority on such exceptions.

CEI SENIOR PROJECT ENGINEER - A Civil Engineering degree and registered in the State of Florida as a Professional Engineer (or if registered in another state, the ability to obtain registration in the State of Florida within six months) and six (6) years of engineering experience [(two (2) years of which are in major road or bridge construction)] or [(five (5) of which are in major bridge construction) - for Complex Bridge Projects with the exception of PTS projects which require two (2) years of major bridge construction], or for non-degreed personnel the aforementioned registration and ten (10) years of engineering experience (two (2) years of which are in major road or bridge construction). Qualifications include the ability to communicate effectively in English (verbally and in writing); direct highly complex and specialized construction engineering administration and inspection program; plans and organizes the work of subordinate and staff members; develops and/or reviews policies, methods, practices, and procedures; and reviews programs for conformance with FDOT standards. Also, must have the following:

QUALIFICATIONS:

Attend the CTQP Quality Control Manager course and pass the examination.

CERTIFICATIONS:

FDOT Advanced MOT

OTHER:

Complete the Critical Structures Construction Issues, Self-Study Course, and submit the mandatory Certification of Course Completion form (for structures projects)

A master’s degree in engineering may be substituted for one (1) year engineering experience.

CEI PROJECT ADMINISTRATOR/PROJECT ENGINEER - A Civil Engineering degree plus two (2) years of engineering experience in construction of major road or bridge structures, or for non-degreed personnel eight (8) years of responsible and related engineering experience, two (2) years of which involved construction of major road or bridge structures with the exception of Complex Category 2 (CC2) bridge structures.

As an exception, only one (1) year of PTS bridge experience will be required for registered project administrators and two (2) years of PTS bridge experience for non-registered project administrators.

Post-tensioning experience is not required for precast prestressed concrete flat slab superstructures but successful completion of an FDOT accredited grouting and post-tensioning course is required.

To be in primary control, a Project Administrator must have supervised two or more inspectors as well as two or more support staff (Office Manager, Resident Compliance Specialist, and Secretary) and must have been directly responsible for all CEI services assigned.

CPTS years of experience must have included a minimum of twelve (12) months experience in each of the following areas: (1) casting yard operations and related surveying; (2) segment erection and related surveying, post-tensioning (PT) of tendons and grouting of prestressing steel.

CPTCB years of experience must include monitoring of the following: girder erection, safe use of girder erection cranes, stabilization of girders after erection, false work for temporary girder support, and PT and grouting operations.

PTS years of experience must include monitoring of the following: installation of PT ducts and related hardware and post-tensioning and grouting of strands or be the level of experience that meets the criteria for CPTS or CPTCB bridges.

MB years of experience must have been in MB mechanical and/or electrical construction.

Receives general instructions regarding assignments and is expected to exercise initiative and independent judgment in the solution of work problems. Directs and assigns specific tasks to inspectors and assists in all phases of the construction project. Will be responsible for the progress and final estimates throughout the construction project duration. Must have the following:

QUALIFICATIONS:

CTQP Final Estimates Level II

CERTIFICATIONS:

FDOT Advanced MOT

OTHER:

Attend CTQP Quality Control Manager Course and pass the examination.

Complete the Critical Structures Construction Issues, Self-Study Course, and submit the mandatory Certification of Course Completion form (for structures projects)

A master’s degree in engineering may be substituted for one (1) year of engineering experience.

CEI ASSISTANT PROJECT ADMINISTRATOR/PROJECT ENGINEER – A Civil Engineering degree plus one (1) year of engineering experience in construction of major road or bridge structures, or for non-degreed personnel six (6) years of responsible and related engineering experience, two (2) years of which involved construction of major road or bridge structures with the exception of Complex Category 2 (CC2) bridge structures.

QUALIFICATIONS:

CTQP Final Estimates Level II

CERTIFICATIONS:

FDOT Intermediate MOT

CEI CONTRACT SUPPORT SPECIALIST - A High School diploma or equivalent and four (4) years of road & bridge construction engineering inspection (CEI) experience having performed/assisted in project related duties (i.e., Materials Acceptance and Certification (MAC) System, progress and final estimates, EEO compliance, processing Construction Contract changes, etc.) or a Civil Engineering Degree. Should exercise independent judgment in planning work details and making technical decisions related to the office aspects of the project. Should be familiar with the FDOT’s Procedures covering the project related duties as stated above and be proficient in the computer programs necessary to perform these duties. Shall become proficient in Trimble Business Center - Heavy Construction Edition (HCE) or approved surface to surface comparison software and Engineering Menu.

QUALIFICATIONS:

CTQP Final Estimates Level II

CEI ASSOCIATE CONTRACT SUPPORT SPECIALIST - High school graduate or equivalent plus three (3) years of secretarial and/or clerical experience including two (2) years’ experience in construction office management having performed project related duties (i.e., Materials Acceptance and Certification (MAC) System, progress and final estimates, EEO compliance, processing

Construction Contract changes, etc.). Experienced in the use of standard word processing software.

Should exercise independent initiative to help relieve the supervisor of clerical detail. Assists the Project Administrator in office related duties (i.e., CQR, progress, and final estimates, EEO compliance, Processing Construction Contract…