CN-550000-C9P27-S0010000.pdf

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Attached to
Master Agreement FL|C9P27|15a5f6cb282bec0fcd13e39a4e7216f6
Contract number
C9P27
Issued by
Florida

About this file

This document is a Supplemental Amendment No. 2 to a Standard Professional Services Agreement between the State of Florida Department of Transportation (FDOT) and Connelly & Wicker, Inc., involving a highway infrastructure project in Brevard County. The amendment includes several subconsultant firms such as The Valerin Group, Vanasse Hangen Brustlin, Landmark Engineering, Environmental Resource Solutions, and Lochrane Engineering Incorporated.

The amendment modifies the original contract to add a 4-foot paved shoulder adjacent to existing right turn lanes on SR 5/US-1 approaches to the Suntree Boulevard intersection, which will require a roadway shift to the median due to right-of-way constraints. The total contract value is increased by $70,079.00, bringing the Total Maximum Limiting Amount to $659,936.00. The scope of work includes updating typical section packages, pavement design, horizontal/vertical master design files, traffic control analysis, design reports, quantities, cost estimates, and various technical and quality assurance tasks related to roadway, drainage, signing, pavement marking, and survey work.

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State of Florida Department of Transportation

AMENDMENT

TO

STANDARD PROFESSIONAL SERVICES AGREEMENT

Amendment No.: 2 Execution Date:

Original Contract No.: C-9P27 Original Execution Date: May 31, 2016

Consultant Name: Connelly & Wicker, Inc.

Agreement Description: SR 5/US-1 from 400 (ft/mi) S of Suntree Blvd. (MP 11.433) to N of Suntree Blvd (MP 11.534), Brevard County

Purpose of Amendment: Add Services and Fees

The terms of the agreement, referenced above, are hereby amended as follows:

The Consultant will provide additional services as described in the attached Exhibit “A” Scope of Services. The Consultant will receive for said services the maximum limiting amount of $70,079.00, which will make a Total Maximum Limiting

Amount of $659,936.00 for all services required under the original agreement as supplemented. Compensation is summarized on Attachment No. 1, Summary of Contract Fees and payments shall remain in accordance with the established method of compensation.

Except as hereby modified, amended or changed, all of the terms and conditions of said original agreement and any amendments thereto will remain in full force and effect.

The following attachments are hereby incorporated into this Amendment:

Exhibit “A”, Scope of Services, A-1 to A-11

Attachment No. 1, Summary of Contract Fees

CONNELLY & WICKER, INC. STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

BY: BY:

Name: Name: Frank J. O’Dea, P.E.

Title: Title: Director of Transportation Development

District Five

PROCUREMENT SERVICES REVIEW LEGAL REVIEW

Michelle Sloan District Counsel

Procurement Services Manager District Five

District Five

DocuSign Envelope ID: 39923FAB-5A1A-4610-AA5E-C317A472EB32

Vice President

Andrew Cummings

1/11/2017 | 5:01 PM EST

November 14, 2016

EXHIBIT A

SUPPLEMENTAL AMENDMENT NO. 2

SCOPE OF SERVICES

FOR

SR 5/US-1 from 400 ft. S. of Suntree Blvd. (MP11.433) to N. of Suntree Blvd. (MP 11.534) Brevard County

FINANCIAL PROJECT ID(S). 436237-1-32-01

FEDERAL PROJECT NO. 4856-062-P

DISTRICT FIVE

BREVARD COUNTY

A-2

I. BACKGROUND _____________________________________________________6

II. OBJECTIVES _______________________________________________________6

III. SERVICES __________________________________________________________6

3 PROJECT COMMON AND PROJECT GENERAL TASKS ________________6

3.1.11 Other Agency Meetings ___________________________________________6

3.4 Contract Maintenance and Electronic Document Management System (EDMS)6

3.6 Prime Consultant Project Manager Meetings __________________________6

4 ROADWAY ANALYSIS _______________________________________________6

4.1 Typical Section Package __________________________________________6

4.3 Pavement Design Package _________________________________________6

4.5 Horizontal/Vertical Master Design Files ______________________________7

4.9 Cross Section Design Files_________________________________________7

4.10 Traffic Control Analysis __________________________________________7

4.11 Master TCP Design Files __________________________________________7

4.12 Design Variations and Exceptions ___________________________________7

4.13 Design Report __________________________________________________7

4.14 Quantities ______________________________________________________7

4.15 Cost Estimate ___________________________________________________7

4.18 Field Reviews ___________________________________________________7

4.20 Technical Meetings ______________________________________________7

4.21 Quality Assurance/Quality Control __________________________________7

4.23 Supervision _____________________________________________________7

4.24 Coordination ____________________________________________________7

5 ROADWAY PLANS __________________________________________________7

5.2 Summary of Pay Items Including Quantity Input _______________________7

5.3 Typical Section Sheets ____________________________________________8

5.5 Summary of Quantities Sheets ______________________________________8

5.8 Profile Sheet ____________________________________________________8

5.9 Plan Sheet ______________________________________________________8

5.18 Cross Sections __________________________________________________8

5.19 Temporary Traffic Control Plan Sheets _______________________________8

5.20 Temporary Traffic Control Cross Section Sheets _______________________8

5.21 Temporary Traffic Control Detail Sheets _____________________________8

5.27 Quality Assurance/Quality Control __________________________________8

5.28 Supervision _____________________________________________________8

6a DRAINAGE ANALYSIS _______________________________________________8 6a.5 Design of Ditches ________________________________________________8 6a.9 Design of Storm Drains ___________________________________________8 6a.13 Drainage Design Documentation Report ______________________________8

A-3

6a.15 Temporary Drainage Analysis ______________________________________8 6a.16 Cost Estimate ___________________________________________________8 6a.19 Field Reviews ___________________________________________________8 6a.20 Technical Meetings ______________________________________________9 6a.22 Quality Assurance/Quality Control __________________________________9 6a.24 Supervision _____________________________________________________9 6a.25 Coordination ____________________________________________________9

6b DRAINAGE PLANS __________________________________________________9 6b.3 Summary of Drainage Structures ____________________________________9 6b.5 Drainage Structure Sheet(s) (Per Structure) ____________________________9 6b.11 Erosion Control Plan Sheet(s) ______________________________________9 6b.12 SWPPP Sheet(s) _________________________________________________9 6b.13 Quality Assurance/Quality Control __________________________________9 6b.14 Supervision _____________________________________________________9

19 SIGNING AND PAVEMENT MARKING ANALYSIS _____________________9

19.3 Reference and Master Design File ___________________________________9

19.7 Quantities ______________________________________________________9

19.8 Cost Estimate ___________________________________________________9

19.11 Field Reviews ___________________________________________________9

19.12 Technical Meetings ______________________________________________9

19.13 Quality Assurance/Quality Control __________________________________9

19.15 Supervision ____________________________________________________10

19.16 Coordination ___________________________________________________10

20 SIGNING AND PAVEMENT MARKING PLANS ________________________10

20.2 Summary of Pay Items Including TRNS*Port Input ____________________10

20.3 Tabulation of Quantities __________________________________________10

20.6 Plan Sheet _____________________________________________________10

20.14 Quality Assurance/Quality Control _________________________________10

20.15 Supervision ____________________________________________________10

27 SURVEY ___________________________________________________________10

27.6 Topography/Digital Terrain Model (DTM) (3D) _______________________10

27.7 Planimetric (2D) ________________________________________________10

27.8 Roadway Cross Sections/Profiles __________________________________10

27.10 Underground Utilities____________________________________________10

27.12 Drainage Survey ______________________________________________10

27.27 Work Zone Safety ______________________________________________10

27.28 Miscellaneous Surveys ___________________________________________10

27.31 Field Review __________________________________________________10

27.32 Technical Meetings _____________________________________________10

27.33 Quality Assurance/Quality Control (QA/QC) _________________________10

27.34 Supervision ____________________________________________________11

27.35 Coordination ___________________________________________________11

A-4

IV. PROVISIONS FOR WORK ___________________________________________11

V. DEPARTMENT RESPONSIBILITIES __________________________________11

VI. SUMMARY OF COMPENSATION ____________________________________11

VII. LENGTH OF SERVICES _____________________________________________11

A-5

EXHIBIT “A”

SUPPLEMENTAL AMENDMENT NO. 2

SCOPE OF SERVICES

for

SR 5 / US-1 from 400 ft. S. of Suntree Blvd. (MP 11.433) to N. of Suntree Blvd. (MP 11.534)

Brevard County

FINANCIAL PROJECT ID(S). 436237-1-32-01

FEDERAL PROJECT NO. 4856-062-P

DISTRICT FIVE

BREVARD COUNTY

STAGE III FPID(S): 436237-1-32-01

A-6

I. BACKGROUND

The CONSULTANT was retained by the DEPARTMENT for the design of Intersection Improvements and Minor Roadway Widening at the SR5/US-1 and Suntree Blvd. Intersection in Brevard County and the preparation of complete construction plans.

II. OBJECTIVES

The general objective of this Supplemental Amendment is to update the contract to include the addition of a 4’ paved shoulder adjacent to the existing right turn lanes on the SR 5 (US 1) approaches to the intersection. Shoulders will be added to both the northbound and southbound approaches to the intersection. It is anticipated that the shoulder widening will require a roadway shift to the median due to right-of-way constraints.

III. SERVICES

Under this Supplemental Amendment the CONSULTANT shall provide the following services [for which the numerical hierarchy found in sections 3 through 36 of the original agreement Exhibit A (Scope of Services) has been used]:

3 PROJECT COMMON AND PROJECT GENERAL TASKS

3.1.11 Other Agency Meetings

3.4 Contract Maintenance and Electronic Document Management System (EDMS)

3.6 Prime Consultant Project Manager Meetings

4 ROADWAY ANALYSIS

4.1 Typical Section Package

Update Typical Section package.

4.3 Pavement Design Package

A-7

Update Pavement Design Package.

4.5 Horizontal/Vertical Master Design Files

4.9 Cross Section Design Files

4.10 Traffic Control Analysis

4.11 Master TCP Design Files

4.12 Design Variations and Exceptions

Prepare Shoulder Width Variation

4.13 Design Report

Update

4.14 Quantities

4.15 Cost Estimate

4.18 Field Reviews

4.20 Technical Meetings

4.21 Quality Assurance/Quality Control

4.23 Supervision

4.24 Coordination

5 ROADWAY PLANS

5.2 Summary of Pay Items Including Quantity Input

A-8

5.3 Typical Section Sheets

5.3.1 Typical Sections

5.3.2 Typical Section Details

5.5 Summary of Quantities Sheets

5.8 Profile Sheet

5.9 Plan Sheet

5.18 Cross Sections

5.19 Temporary Traffic Control Plan Sheets

5.20 Temporary Traffic Control Cross Section Sheets

5.21 Temporary Traffic Control Detail Sheets

5.27 Quality Assurance/Quality Control

5.28 Supervision

6a DRAINAGE ANALYSIS

6a.5 Design of Ditches

6a.9 Design of Storm Drains

6a.13 Drainage Design Documentation Report

6a.15 Temporary Drainage Analysis

6a.16 Cost Estimate

6a.19 Field Reviews

A-9

6a.20 Technical Meetings

6a.22 Quality Assurance/Quality Control

6a.24 Supervision

6a.25 Coordination

6b DRAINAGE PLANS

6b.3 Summary of Drainage Structures

6b.5 Drainage Structure Sheet(s) (Per Structure)

6b.11 Erosion Control Plan Sheet(s)

6b.12 SWPPP Sheet(s)

6b.13 Quality Assurance/Quality Control

6b.14 Supervision

19 SIGNING AND PAVEMENT MARKING ANALYSIS

19.3 Reference and Master Design File

19.7 Quantities

19.8 Cost Estimate

19.11 Field Reviews

19.12 Technical Meetings

19.13 Quality Assurance/Quality Control

A-10

19.15 Supervision

19.16 Coordination

20 SIGNING AND PAVEMENT MARKING PLANS

20.2 Summary of Pay Items Including TRNS*Port Input

20.3 Tabulation of Quantities

20.6 Plan Sheet

20.14 Quality Assurance/Quality Control

20.15 Supervision

27 SURVEY

27.6 Topography/Digital Terrain Model (DTM) (3D)

27.7 Planimetric (2D)

27.8 Roadway Cross Sections/Profiles

27.10 Underground Utilities

27.12 Drainage Survey

27.27 Work Zone Safety

27.28 Miscellaneous Surveys

27.31 Field Review

27.32 Technical Meetings

27.33 Quality Assurance/Quality Control (QA/QC)

A-11

27.34 Supervision

27.35 Coordination

IV. PROVISIONS FOR WORK

All services shall be performed in accordance with the governing provisions outlined in the Original Agreement and any previous Amendments, except as modified herein.

V. DEPARTMENT RESPONSIBILITIES

The DEPARTMENT shall provide the services outlined in the Original Agreement and any previous Amendments, except as modified herein.

VI. SUMMARY OF COMPENSATION

For a summary of all compensation for this Supplemental Agreement, please refer to the Attachment No. 1, Summary of Contract Fees, which is incorporated herein by reference.

VII. LENGTH OF SERVICES

The services requested under this Supplemental Amendment shall be completed by such time as will support the DEPARTMENT’s original project schedule or any subsequent DEPARTMENT approved revisions thereto.

Financial Project ID No. 436237-1-32-01 Original Agreement and Previous

Amendments This Amendment

No. 2

Revised Contract

Totals

LUMP SUM

Basic Services* (LS-2)

Connelly & Wicker, Inc. (Prime) $ 310,577.00 56,805.00$ 367,382.00$

The Valerin Group, Inc. (sub) $ 17,586.00 -$ 17,586.00$

Vanasse Hangen Brustlin, Inc. (sub) $ 68,743.00 4,989.00$ 73,732.00$

Landmark Engineering, Inc. (sub) $ 18,043.00 -$ 18,043.00$

Environmental Resource Solutions, Inc. (sub) $ 7,967.00 -$ 7,967.00$

Optional Services* (LS-2)

Connelly & Wicker, Inc. (Prime) $ 4,874.00 -$ 4,874.00$

Right of Way Control Map* (LS-2)

Lochrane Engineering Incorporated (sub) $ 8,491.00 -$ 8,491.00$

Right of Way Map* (LS-2)

Lochrane Engineering Incorporated (sub) $ 5,962.00 -$ 5,962.00$

Utility Coordination* (LS-2)

Lochrane Engineering Incorporated (sub) $ 14,340.00 -$ 14,340.00$

Total Lump Sum Amount $ 456,583.00 $ 61,794.00 $ 518,377.00

Lochrane Engineering Incorporated (sub) $ 76,131.00 8,285.00$ 84,416.00$

Lochrane Engineering Incorporated (sub) $ 7,815.00 -$ 7,815.00$

Lochrane Engineering Incorporated (sub) $ 1,979.00 -$ 1,979.00$

Lochrane Engineering Incorporated (sub) $ 1,657.00 -$ 1,657.00$

Geotechnical and Environmental Consultants, Inc. (sub) $ 29,123.00 -$ 29,123.00$

Geotechnical and Environmental Consultants, Inc. (sub) $ 11,476.00 -$ 11,476.00$

Miscellaneous Direct Expenses (LA-5)

The Valerin Group, Inc. (sub) $ 5,093.00 -$ 5,093.00$

Total Limiting Amount $ 133,274.00 $ 8,285.00 $ 141,559.00

TOTAL MAXIMUM LIMITING AMOUNT WITHOUT

OPTIONAL SERVICES $ 584,983.00 $ - 584,983.00$

TOTAL MAXIMUM LIMITING AMOUNT WITH

OPTIONAL SERVICES $ 589,857.00 $ 70,079.00 659,936.00$

* includes FCCM, Operating Margin, Overhead and Direct Expense %

Attachement No. 1: Summary of Contract Fees

Authorized Design & R/W Survey (field & office support) (LA-4)

LIMITING AMOUNTS

Geotechnical Services (LA-4)

Geotechnical Field and Lab Testing (LA-4)

C-9P27, Amendment No. 2

Supplemental-Design & R/W Survey (field & office support) (LA-4)

Supplemental Mapping (LA-4)

Legal Descriptions (LA-4)

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