CN-550000-C9X33-S0020000.pdf
PDF 148 KB Posted
- Contract number
- C9X33
- Issued by
- Florida
About this file
This document is an Amendment (Number 3) to a Standard Professional Services Agreement between the State of Florida Department of Transportation (FDOT) and HSQ Group, Inc., located in District Four Procurement Services Office in Fort Lauderdale, Florida. The original agreement was executed on 2/20/2018 with the project number C9X33 and FM Number 436196-1-32-01, focusing on design services for SW 40th Avenue from Stirling Road to Griffin Road in Broward County.
The amendment increases the total maximum limiting amount by $40,446.11, bringing the contract total to $598,240.64. The additional funds are specifically for preparation of construction plans involving a bulkhead wall and drainage improvements, which includes adjusting 22 manholes, conducting runoff spread analyses, performing geotechnical work such as five Standard Penetration Test borings, and preparing a Geotechnical Engineering Services Report. The amendment also extends the time period for completion of basic project services through 2/18/2022. The contract involves multiple sub-consultants including The Valerin Group, F.R. Aleman & Associates, ASA Consulting, Goal & Associates, I.F. Rooks & Associates, and Radise International for various specialized services.
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Other files
| File | Type | Posted |
|---|---|---|
| CN-550000-C9X33-00070000.pdf | ||
| ContractBudgetExport.csv | CSV file | |
| CN-550000-C9X33-S0040000.pdf | ||
| CN-550000-C9Y49-00110000.pdf | ||
| CN-550000-C9X33.pdf | ||
| CN-550000-C9X33-00040000.pdf | ||
| CN-550000-C9X33-00060000.pdf | ||
| CN-550000-C9X33-00050000.pdf | ||
| CN-550000-C9X33-00010000.pdf |
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Text version
District Four Procurement Services Office, 3400 W. Commercial Blvd.. Fort Lauderdale, Florida 33309, (954) 777-4603, www.fdot.gov
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
AMENDMENT TO
STANDARD PROFESSIONAL SERVICES AGREEMENT
375-030-97
PROCUREMENT
08/18
Amendment Number: 3 Amendment Execution Date:
Original Agreement No.: C9X33 Original Agreement Execution Date: 2/20/2018
Consultant Name: HSQ Group, Inc.
FM Number(s): 436196-1-32-01
FAP No.: D 417 063 B
Agreement Description: Design Services for SW 40th Avenue from Stirling Road to Griffin Road
Purpose of Amendment: Add Funds, Time Extension
The terms of the original agreement referenced above are hereby amended:
The total maximum limiting amount of $557,794.53 for all services required under the original agreement and all supplements and amendments thereto is herein increased by $40,446.11. The revised total maximum limiting amount for all services is $598,240.64. The services specified in Exhibit “A”, Scope of Services of the original agreement are amended and attached as Exhibit "A".
This amendment adds a total of $40,446.11 to the contract for preparation of Construction Plans for a bulkhead wall and drainage improvements on SW 40th Avenue from Stirling Road to Griffin Road, Broward County.
Section 2.B. of the Standard Professional Services Agreement is revised to extend the time period for completion of basic project services through 2/18/2022.
Refer to Pages A-1 for Exhibit “A”, Scope of Services.
Refer to Page A-2 for Contract Compensation Summary Table.
Except as hereby modified, amended, or changed, all of the terms and conditions of said original agreement and any supplements and amendments thereto will remain in full force and effect.
IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written.
CONSULTANT STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
HSQ Group, Inc.
Name of Consultant
BY: BY:
Name: Name: Steven C. Braun, P.E
Title: Title: Director of Transportation Development
FOR DEPARTMENT USE ONLY
PROCUREMENT OFFICE REVIEW: LEGAL OFFICE REVIEW:
Procurement Office Legal Office
DocuSign Envelope ID: 9451DFF5-D792-408E-8621-E7BFF3DC4F06
VP
Nour Shehadeh
8/30/2019 | 12:37 PM EDT
EXHIBIT “A” SCOPE OF SERVICES
Roadway Design:
Drainage
The original scope was to widen the existing road to provide for bike lanes and to mill and resurface the existing pavement. During the development of the typical section, it was decided by FDOT that cross slopes of SW 40TH Avenue should be corrected. The cross-slope correction resulted in the need for adjusting 22 manholes located in the center or the road that were not part of the original scope. Drainage cross sections will show all inlets to be adjusted.
Runoff spread analyses will be conducted at curb inlets and critical points at low areas and will be incorporated into the Mini Drip report.
Design variation and design exception
One design variation for the length of curves and one design exception will be processed with the County and the City of Dania Beach.
Letters to property owners
Prepare letters to affected property owners along with sketches shown the needed work the property owners must do before the start of construction.
Geotechnical.
The scope of work for the seawall design will consist of performing five (5) Standard Penetration Test (SPT) borings to depths of 20 feet along with the east side of the existing lake and the west side of SW 40th Avenue. All work will be performed in general accordance with the current FDOT Soils and Foundations Handbook. Following completion of the laboratory testing program, a Geotechnical Engineering Services Report – Retaining Wall Structures will be prepared.
Tasks
1. Visit the project site to observe existing site conditions and to field mark the intended boring and test locations.
2. Prepare a detailed boring location plan.
3. Contact Sunshine 811 to request the field location of underground utilities in the area of the borings as per Florida Statutes, and coordinated the clearance of underground utilities at the boring and test locations for performance of the field activities.
4. Mobilization truck mounted drilling and testing equipment to perform five (5) Standard Penetration Test (SPT) borings to depths of 20 feet.
5. Visually classify the soil samples retrieved from the roadway borings using the Unified Soil Classification System in general accordance with the American Society of Testing and Materials (ASTM) test method D 2488.
6. Perform laboratory testing for soil index properties on selected samples to aid in the classification process in general accordance with the ASTM test method D 2487.
7. Prepared a Geotechnical Engineering Services Report – Retaining Wall Structures to summarize the field exploration and laboratory testing results, and present our preliminary evaluation and design recommendations
Optional Services:
Optional services are related to obtaining permits related to the US Army Corp of Engineering (USCOE) Nationwide Permit # 14 and NPDES permit
A-1
DocuSign Envelope ID: 9451DFF5-D792-408E-8621-E7BFF3DC4F06
C9X33
FM#436196-1-32-01 Limit/Estimate Original Amount A#1 A#2 A#3 Total
Basic Services
(LS2) Lump Sum
HSQ Group, Inc.; The Valerin Group, Inc.; F.R.
Aleman & Associates, Inc.; ASA Consultg, Inc.;
Goal & Associates, Inc.
Percentage of completion of all services $269,654.19 $0.00 $62,637.95 $23,246.51 $355,538.65
Miscellaneous Direct Expense
(LA-5) Limitng Amount
The Valerin Group, Inc.
Actual Expenditure $2,635.00 $0.00 $0.00 $0.00 $2,635.00
SUE, Surveying & Mapping Services
(LA-4) Maximum Limiting Amount
HSQ Group, Inc.; F.R. Aleman & Associates, Inc.
Defined Rates (loaded) for each class/person/unit of work $127,857.10 $0.00 $4,243.20 $0.00 $132,100.30
Photogrammetry Services
(LA-4) Maximum Limiting Amount
I.F. Rooks & Associates. Inc.
Defined Rates (loaded) for each class/person/unit of work $10,291.84 $0.00 $0.00 $0.00 $10,291.84
Geotechnical Services
(LA-4) Maximum Limiting Amount
Radise International,L.C.
Defined Rates (loaded) for each class/person/unit of work $0.00 $0.00 $6,849.04 $14,918.21 $21,767.25
Identified Optional Services
Limiting Amount
HSQ Group, Inc.; ASA Consulting, Inc.; Goal & Associates, Inc.; Miller Legg and Associates, Inc.; Radise International, L.C; F.R. Aleman & Associates Inc.
To be issued by Letter of Authorization $73,626.21 $0.00 $0.00 $2,281.39 $75,907.60
Total $484,064.34 $0.00 $73,730.19 $40,446.11 $598,240.64
Limit
Contract Compensation Summary Table
Limit
Limit
Limit
Limit
Limit
A-2
DocuSign Envelope ID: 9451DFF5-D792-408E-8621-E7BFF3DC4F06
File details come from the government source that posted it. Updated .