CN-550000-C9P27-S0010000.pdf
PDF 275 KB Posted
- 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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Other files
| File | Type | Posted |
|---|---|---|
| CN-550000-C9P27-00030000.pdf | ||
| CN-550000-C9P27-00040000.pdf | ||
| CN-550000-C9P27.pdf | ||
| CN-550000-C9P27-00010000.pdf | ||
| CN-550000-C9P27-00020000.pdf | ||
| CN-550000-C9P27-00050000.pdf | ||
| CN-550000-C9V86-00120000.pdf |
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Text version
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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