CN-550000-C9P40-S0010000.pdf

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Attached to
Master Agreement FL|C9P40|903754b42420f8d83c8d1734ae12bfeb
Contract number
C9P40
Issued by
Florida

About this file

This document is an Amendment (No. 2) to a Standard Professional Services Agreement between the State of Florida Department of Transportation and Patel, Greene, and Associates, P.L.L.C. The contract involves Financial Project ID No. 436126-1-32-01, specifically for a roadway improvement project in Flagler County, Florida. The original contract was executed on May 10, 2016, with this amendment dated February 22, 2017, and involves multiple sub-consultants including Florida Transportation Engineering, Inc., Test Lab, Inc., and WBQ Design & Engineering, Inc.

The amendment focuses on obtaining additional geotechnical information for final design of drainage features at the intersection of SR 100 and CR 305, where a left turn lane is being added. The contract includes various geotechnical services such as developing a boring location plan, staking borings, muck probing, soil classification, laboratory data analysis, and providing technical recommendations. The amendment increases the contract's geotechnical services budget by $2,903, bringing the total maximum limiting amount from $354,881 to $357,784. The services will be completed according to the Department's project schedule, with Test Lab, Inc. as the sub-consultant responsible for the additional geotechnical 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-9P40 Original Execution Date: May 10, 2016

Consultant Name: Patel, Greene, and Associates, P.L.L.C.

Agreement Description: SR-20/SR-100/Highway 100 add left turn lane, from 0.122 miles west of CR 305 to 0.230 miles east of CR 305 (MP 10.528) to (MP 10.882), Flagler 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 limiting amount services for Financial Project No. 436126-1-32-01 as described in the attached Exhibit “A” Scope of Services. The Consultant will receive for said services the maximum limiting amount of

$2,903.00, which will make a Total Maximum Limiting Amount of $357,784.00 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-3

Attachment No. 1, Summary of Contract Fees

PATEL, GREENE, AND ASSOCIATES, P.L.L.C. 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: AA54E004-5A22-4E71-A920-5CA805237ED3

Gordon Greene

Vice President

2/22/2017 | 9:48 AM EST

A-1

FPID 436126-1-32-01

EXHIBIT “A”

SUPPLEMENTAL AMENDMENT NO. 2

SCOPE OF SERVICES

FOR

SR 100 AT CR 305

ADD LEFT TURN LANE

FLAGLER COUNTY

FINANCIAL PROJECT ID(S). 436126-1-32-01

CONTRACT NO. C9P40

I. BACKGROUND

The CONSULTANT was retained by the DEPARTMENT to prepare construction plans for the addition of a left turn lane at the intersection of SR 100 and CR 305 in Flagler County.

2 OBJECTIVE

The general objective of this Supplemental Amendment is to obtain additional geotechnical information for the final design of the drainage features necessary for the project.

3 SERVICES

Under this supplemental Amendment, the CONSULTANT shall provide the following services:

35 GEOTECHNICAL

35.2 Develop Detailed Boring Location Plan

35.3 Stake Borings/Utility Clearance

A-2

35.4 Muck Probing

35.10 Coordination of Field Work

Coordinate all field work required to provide geotechnical data for the project.

35.11 Soil and Rock Classification - Roadway

Refine soil profiles recorded in the field, based on results of laboratory testing.

35.13 Laboratory Data

Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses.

35.16 Delineate Limits of Unsuitable Material

Delineate limits of unsuitable material(s) in both horizontal and vertical directions.

Assist the Engineer of Record with detailing these limits on the cross-sections. If requested, prepare a plan view of the limits of unsuitable material.

35.17 Electronic Files for Cross-Sections

Create electronic files of boring data for cross-sections.

35.21 Geotechnical Recommendations

Provide geotechnical recommendations regarding the proposed roadway construction project including the following: description of the site/alignment, design recommendations and discussion of any special considerations (i.e. removal of unsuitable material, consolidation of weak soils, estimated settlement time/amount, groundwater control, high groundwater conditions relative to pavement base, etc.)

Evaluate and recommend types of geosynthetics and properties for various applications, as required.

35.25 Auger Boring Drafting

Draft auger borings as directed by the DEPARTMENT.

35.51 Field Reviews

Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts. Observe and note nearby structures and foundation types.

35.53 Quality Assurance/Quality Control

35.54 Supervision

35.55 Coordination

FPID(S): 436126-1-32-01

A-3

IV. PROVISIONS FOR WORK

All services shall be performed in accordance with the governing provisions outlined in the Original Agreement except as modified herein.

V. DEPARTMENT RESPONSIBILITIES

The DEPARTMENT shall provide the services outlined in the Original Agreement except as modified herein.

VI. SUMMARY OF COMPENSATION

For a summary of all compensation for the Supplemental Amendment, please refer to the Attachment No. 1, 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 Departments project schedule.

Financial Project ID No. 436126-1-32-01 Original Contract

This Amendment

#2

Revised Contract

Totals

LUMP SUM

Basic Services* (LS-2)

Patel, Greene, & Associates, P.L.L.C. (prime) $234,465 $0 $234,465

Florida Transportation Engineering, Inc. (sub) $21,896 $0 $21,896

Subtotal Lump Sum Amount $256,361 $0 $256,361

LIMITING AMOUNTS

Geotechnical Services (LA-4)

Test Lab, Inc. (sub) $10,118 $2,903 $13,021

Authorized Design & R/W Survey Services (LA-4)

WBQ Design & Engineering, Inc. (sub) $72,190 $0 $72,190

Supplemental Design & R/W Survey Services (LA-4)

WBQ Design & Engineering, Inc. (sub) $16,212 $0 $16,212

Subtotal Limiting Amount $98,520 $2,903 $101,423

TOTAL MAXIMUM LIMITING AMOUNT $354,881 $2,903 $357,784

Table 1: Summary of Contract Fees

Attachment No. 1, Summary of Contract Fees

C-9P40, Amendment #2

File details come from the government source that posted it. Updated .