Storm Drainage Improvements Addendum No. 2 BRAA PROJECT NO.: TASK 59
ADDENDUM NO. 2
TO THE CONSTRUCTION DOCUMENTS
FOR THE
STORM DRAINAGE IMPROVEMENTS PROJECT
BOCA RATON AIRPORT
BOCA RATON, FLORIDA Project funded by:
FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)
March 4, 2020 PAGE 1 of 1
TO: ALL HOLDERS OF CONTRACT DOCUMENTS
a. Your attention is directed to the following interpretations of, changes in, and additions to the Contract Specifications and Plans for the above named project at Boca Raton Airport, Boca Raton, Florida.
b. This Addendum is part of the Contract Documents and Plans, and the bidders are required to acknowledge receipt of this Addendum in the space provided below.
c. Addendums are to be submitted along with the Bid Documents for a complete Bid.
This addendum includes the following (see attachments): 1. REVISED: Bid Form 4.1 of 38. Line item #11 – “Staking Bahia Sod on Jute Reinforced
Fabric” has been increased for extended clearing and grubbing canal limits.
2. REVISED: Bid Form 5 of 38 - “Contract Time and Liquidated Damages Disclosure” Contract Substantial Completion (for Construction Period) has been extended.
3. REVISED: Drawing Sheets C101, C201, C301, C401. The project limits for clearing and grubbing of canal have been increased (dated: March 3, 2020)
4. Q/A: Perspective bidder’s “requests for clarifications”
Acknowledged: signature of Bidder
Name of Bidder: Date:
Bid Number: Date:Task Number:
BASE BID
ITEM # SPEC. NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL
1 P-100-1 Mobilization LS 1
2 P-102-1 Safety, Security, Temporary 7' Tall (Min) Fence LS 1
3 P-156-1 Temporary Stormwater Pollution, Prevention, Erosion and Siltation Control LS 1
4 P-110-1 Clearing/Grubbing LS 1
5 P-110-2 Demolish Fence LF 325
6 P-120-1 Muck Excavation CY 950
7 P-120-2 Borrow Excavation (Fill) CY 1,750
8 P-110-2 Demolish Endwall EA 1
9 P-110-3 Demolish Revetment SF 800
10 P-570-1 Hydroseed and Mulch SY 2,000
11 P-570-2 Staked Bahia Sod on Jute Reinforcing Fabric SY 350
12 P-430-1 Dual 72" Pipe LF 75
13 P-476-1 Straight Endwall, Dual 72" LS 1
14 P-550-1 Wildlife Exclusion Chain Link Fence LF 100
15 P-550-2 Chain Link Fence Mounted on End Wall LF 50
16 W-103 Allowance Account ALL 1 $10,000.00 $10,000.00
BID PRICE FORM(Attachment No. 1 To The Bid Form)
(in writing):
TOTAL BID AMOUNT = $
Storm Drainage System Improvements Boca Raton Airport BF - 4.1 March 4, 2020
Storm Drainage System Improvements BF - 5 of 38 Bid Forms Boca Raton Airport March 4, 2020
CONTRACT TIME AND LIQUIDATED DAMAGES DISCLOSURE (Attachment No. 2 to the Bid Form; BID002-2)
PROJECT NAME: THIS FORM MUST ACCOMPANY BID FORM AND MUST BE COMPLETED AS APPLICABLE. The Contractor may not proceed with the Work without prior written authorization from the BRAA. This authorization shall be called the CONSTRUCTION NOTICE TO PROCEED.
As detailed in Section 3.2 of the Contract:
COMPLETION TYPE DURATIONS LIQUIDATED DAMAGES FOR
DELAY
Project Administrative Period
30 calendar days from issuance of Administrative Notice to Proceed
(Material Procurement Period) NA
*Airfield Re-opening 15 Minute $500.00 per 15-minute interval
Substantial Completion (Construction Period)
60 75 calendar days from issuance of the Construction Notice to Proceed $500 per day
Final Completion (Close-out)
30 calendar days from achievement of Substantial Completion $250 per day
*$500.00 in damages for each 15-minute delay in the airfield reopening or portion thereof. Ex.-18 minute late reopening will result in $1000.00 liquidated damages. The time of airfield reopening will be determined using the Owner provided clock. The Contractor may inspect the clock at the start of each night’s work. Due to the BRAA’s constraints and overall project completion requirements, the Contractor shall complete the work within the calendar day durations specified from the date of issuance of the Notice to Proceed, and as stipulated in Article 3 of the Contract. Should the Contractor fail to complete the time-limited work by the durations specified, the BRAA will suffer damages and will be entitled to liquidated damages as set forth above. (Name of Bidding Firm) By:
34:1 APPROACH SURFACE
DEPARTURE RPZ
(500' x 1,010' x 1,700')
APPROACH RPZ
(500' x 1,010' x 1,700')
50'
0 20' 40'
C101
EXISTINGCONDITIONS SURVEY
STORM DRAINAGESYSTEM
IMPROVEMENTSCULVERT EXTENSION
BOCA RATON AIRPORTBOCA RATON, FL 33431
Revision Schedule
No. Description Date
A
114 2345678910111213
B
C
D
E
F
G
H
I
J
K
L
114 2345678910111213
BID DOCUMENTSIssue Date:Submittal:
RICONDO & ASSOCIATES, INC.1000 N.W. 57TH COURT, SUITE 920
MIAMI, FL 33126-3511(305) 260-2727(305) 260-2728
Comm No.: Commission No.
3810 NORTHDALE BLVD, SUITE 170
TAMPA, FL 33624
OFFICE: 813-374-2200
FL LICENSE C.A. No: 28731
AMERICANINFRASTRUCTUREDEVELOPMENT, INC.
R & A Project No.Drawn By: DLWDesign By: EMSChecked By: MCJAID Project No. RIC 19048
FEBRUARY 4, 2020
FDOT Financial Project No.437967-1-94-01
PROJECT AREA LIMITS
EXISTING PAVEMENT
EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING RUNWAY & TAXIWAY LIGHT
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
LEGEND
ABBREVIATIONS:
P.O.C.- POINT OF
COMMENCEMENT
P.O.B. - POINT OF BEGINNING
P.B. - PLAT BOOK
ORB - OFFICIAL RECORD BOOK
D.B. - DEED BOOK
PG. - PAGE
R/W - RIGHT-OF-WAY
R - RADIUS
Δ - CENTRAL ANGLE
A - ARC LENGTH
U.E. - UTILITY EASEMENT
D.E. - DRAINAGE EASEMENT
(P) - PLAT DIMENSION
(D) - DEED DIMENSION
(M) - MEASURED DIMENSION
℄ - CENTERLINE
IR - IRON ROD
IR/C - IRON ROD WITH CAP AS
NOTED
C.M. - 4"x4" CONCRETE
MONUMENT
PRM - PERMANENT REFERENCE
MONUMENT
PCP - PERMANENT CONTROL
POINT
N/D - NAIL & DISK
PK - PARKER KALON
NAD - NORTH AMERICAN DATUM
NAVD - NORTH AMERICAN
VERTICAL DATUM
LB - LICENSED BUSINESS
AIRPORT BOUNDRY
EXISTING RIP RAP
BENCHMARK
EXISTING CHAINLINK FENCE
SURVEY REPORT:
1. THIS IS A TOPOGRAPHIC SURVEY, PREPARED IN ACCORDANCE WITH THE APPLICABLE
PORTIONS OF THE STANDARDS OF PRACTICE SET FORTH IN RULE 5J-17.051 THROUGH
5J-17.053, FLORIDA ADMINISTRATIVE CODE.
2. THE FIELD WORK WAS COMPLETED ON JULY 26, 2019.
3. THE SURVEY WAS BASED ON CONTROL PREVIOUSLY ESTABLISHED BY THIS OFFICE, AIRPORT
CONTROL AND INSTRUCTIONS FROM CLIENT
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
5. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY BROWN & PHILLIPS, INC.
6. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS
SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF PALM BEACH COUNTY.
7. SOME TOPOGRAPHIC FEATURES MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER
OF THE SYMBOL OF SUCH FEATURES IS THE CORRECT LOCATION.
8. NO UNDERGROUND UTILITIES OR FOUNDATIONS WERE LOCATED.
9. ELEVATIONS SHOWN HEREON ARE IN NORTH AMERICAN VERTICAL DATUM OF 1988, AND ARE
REFERENCED TO PALM BEACH COUNTY BENCHMARK "BOCA PORT", ELEVATION=9.48.
10. DENOTES SPOT ELEVATION, REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF
1988.
11. THE CONTRACTED PURPOSE OF THIS SURVEY IS FOR THE DESIGN OF NEW DRAINAGE THIS
SURVEY IS NOT VALID FOR ANY OTHER USE.
12. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY
OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
13. THIS SURVEY WAS PREPARED FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE:
-RICONDO AND ASSOCIATES
14. THE USE OF THE DATA SHOWN HEREON BY ANY OTHER PARTY IS PROHIBITED.
15. THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=20', ON A 24"x 36" SHEET.
16. THE UNDERLYING 2017 PALM BEACH COUNTY AERIAL PHOTO IS SHOWN FOR INFORMATION
ONLY AND IS NOT A PART OF THE SURVEY.
17. STATE PLANE COORDINATES
· COORDINATES SHOWN ARE GRID
· DATUM - NAD 83, 1990 ADJUSTMENT
· ZONE - FLORIDA EAST
· LINEAR UNIT - US SURVEY FOOT
· COORDINATE SYSTEM 1983/1990 STATE PLANE
· TRANSVERSE MERCATOR PROJECTION
· ALL DISTANCES ARE GROUND
18. COPYRIGHT 2019 BY BROWN & PHILLIPS, INC. REPRODUCTIONS OF THIS SURVEY ARE NOT
VALID WITHOUT THE ORIGINAL SIGNATURE AND STAMP, OR A DIGITALLY VERIFIED
ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED SURVEYOR AND MAPPER
EMPLOYED BY BROWN & PHILLIPS, INC.
EXISTING MUCKY SOIL
1 ADDENDUM 23/3/2020
1
34:1 APPROACH SURFACE
DEPARTURE RPZ
(500' x 1,010' x 1,700')
APPROACH RPZ
(500' x 1,010' x 1,700')
50'
96+00 97+00 98+00 99+00 100+00
X
X
X
X
X
X
X
X
XX XX XX XX
X
X
X
X
X
X
0 20' 40'
C201
DEMOLITION PLAN
STORM DRAINAGESYSTEM
IMPROVEMENTSCULVERT EXTENSION
BOCA RATON AIRPORTBOCA RATON, FL 33431
Revision Schedule
No. Description Date
A
114 2345678910111213
B
C
D
E
F
G
H
I
J
K
L
114 2345678910111213
BID DOCUMENTSIssue Date:Submittal:
RICONDO & ASSOCIATES, INC.1000 N.W. 57TH COURT, SUITE 920
MIAMI, FL 33126-3511(305) 260-2727(305) 260-2728
Comm No.: Commission No.
3810 NORTHDALE BLVD, SUITE 170
TAMPA, FL 33624
OFFICE: 813-374-2200
FL LICENSE C.A. No: 28731
AMERICANINFRASTRUCTUREDEVELOPMENT, INC.
R & A Project No.Drawn By: DLWDesign By: EMSChecked By: MCJAID Project No. RIC 19048
FEBRUARY 4, 2020
FDOT Financial Project No.437967-1-94-01
DEMOLISH EXISTING
CONCRETE REVETMENT
DEMOLISH EXISTING
HEAD WALL
CONSTRUCT TEMPORARY
RAMP OVER ANY PUMPING
EQUIPMENT
4' UNCLASSIFIED EXCAVATION TO
REMOVE MUCK. REMOVE MUCK
FROM AIRPORT PROPERTY.
START DEMOLITION OF
EXISTING CHAIN LINK
FENCE
END DEMOLITION
OF EXISTING CHAIN
LINK FENCE
CLEAR AND GRUB
EXISTING DITCH
PROTECT EXISTING 72"
RCP, SAW CUT,
PREPARE ENDS TO
EXTEND PIPE, PROVIDE
CONCRETE COLLAR
FOR EXISTING
CULVERTS, FDOT
INDEX 430-001
PROJECT AREA LIMITS
EXISTING PAVEMENT
EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING RUNWAY & TAXIWAY LIGHT
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
LEGEND
AIRPORT BOUNDRY
EXISTING RIP RAP
BENCHMARK
EXISTING CHAIN LINK FENCE
EXISTING ASPHALT DEMOLITION
CLEAR AND GRUB ACTIVITY
3' UNCLASSIFIED
EXCAVATION TO REMOVE
TOPSOIL AND MUCK.
STOCKPILE TOPSOIL FOR
RE-USE. REMOVE MUCK
FROM AIRPORT
PROPERTY.
PHOTO "A"
PHOTO "B"
PHOTO "C"
PHOTO
"A"
PHOTO
"B"
PHOTO
"C"
INSTALL 7' MIN. TEMPORARY
FENCE 52' OFF PROPERTY
LINE THROUGH DITCH
3ft. UNCLASSIFIED EXCAVATION
4ft. UNCLASSIFIED EXCAVATION
FDOT TYPE II BARRICADES
FDOT TYPE II BARRICADES
(SEE DETAIL 2, SHEET C601)
1 ADDENDUM 23/3/2020
1
34:1 APPROACH SURFACE
DEPARTURE RPZ
(500' x 1,010' x 1,700')
APPROACH RPZ
(500' x 1,010' x 1,700')
10' TYP.
10' TYP.
START CONSTRUCTION
OF NEW FENCE
N:741544.13
E:946097.31
N:741596.22
E:946146.93
N:741630.78
E:946180.24
END CONSTRUCTION
OF NEW FENCE
N:741645.28
E:946194.00
50' TYP
20' TYP
XX XXXX
XX XX XX XX
0 20' 40'
C301
SITE GEOMETRYPLAN
STORM DRAINAGESYSTEM
IMPROVEMENTSCULVERT EXTENSION
BOCA RATON AIRPORTBOCA RATON, FL 33431
Revision Schedule
No. Description Date
A
114 2345678910111213
B
C
D
E
F
G
H
I
J
K
L
114 2345678910111213
BID DOCUMENTSIssue Date:Submittal:
RICONDO & ASSOCIATES, INC.1000 N.W. 57TH COURT, SUITE 920
MIAMI, FL 33126-3511(305) 260-2727(305) 260-2728
Comm No.: Commission No.
3810 NORTHDALE BLVD, SUITE 170
TAMPA, FL 33624
OFFICE: 813-374-2200
FL LICENSE C.A. No: 28731
AMERICANINFRASTRUCTUREDEVELOPMENT, INC.
R & A Project No.Drawn By: DLWDesign By: EMSChecked By: MCJAID Project No. RIC 19048
FEBRUARY 4, 2020
FDOT Financial Project No.437967-1-94-01
PROJECT AREA LIMITS
EXISTING PAVEMENT
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
LEGEND
AREA OF FILL AND GRADING
NEW 72" STORM PIPE
2X - 75 LF OF
72" RCP @ .05%
EXISTING 72" STORM PIPE
PROVIDE
STAKED
SOD
AREA OF FILL
AND GRADING
STRAIGHT CONCRETE
ENDWALL, DOUBLE 72"
PIPE, FDOT INDEX 430-033
FUTURE
10' WIDE
ROADWAY
INV. EL.=0.80'
INV. EL.=0.70'
PROVIDE CONCRETE
COLLAR FOR
EXISTING CULVERTS,
FDOT INDEX 430-001
INSERT "A"
0 5' 10'
INSERT "A"
AIRPORT BOUNDRY
XX XX XX XX XX XX XX
STRAIGHT CONCRETE
ENDWALL, DOUBLE 72"
PIPE, FDOT INDEX 430-033
PROPERTY LINE
10' WIDE FUTURE
ROADWAY
2X - 75 LF OF 72"
RCP @ .05%
MOUNT FENCE POSTS
DIRECTLY ON TOP OF
ENDWALL
STAGING AND
DELIVERY AREA
RELOCATE FENCE ONTO
AIRPORT PROPERTY
NEW
CHAIN LINK
FENCE
ANY PORTION OF NEW FENCING
THAT IS NOT ON TOP OF
ENDWALL WILL HAVE 3' OF
BURIED FABRIC WILDLIFE
PREVENTION
ANY PORTION OF NEW
FENCING THAT IS NOT ON
TOP OF ENDWALL WILL HAVE
3' OF BURIED FABRIC FOR
WILDLIFE PREVENTION
NEW FENCE LINE
XX
EXISTING FENCE LINE
STAKED SOD
Site Geometry Plan Notes
1. At the direction of the Engineer/Project Representative, replace any pavement damaged by this project with 5 inches of FDOT SP-12.5 Asphalt Concrete. Maximum lift
thickness is 2.5 inches. Provide pavement replacement at no additional cost to the owner.
2. Cost for concrete collar shall be incidental to the price for the associated RCP.
3. In order to protect itself from being held liable for any existing damaged pavement, the Contractor is advised to notify in writing the Airport where such defective
pavement exists prior to proceeding with any work in the vicinity.
4. Provide sweeper truck to keep road clean as necessary and as approved by Airport Operations.
5. For pipe installation, regardless of method:
a. All excavations shall be executed in accordance with the South Florida Building Codes, the State of Florida Trench Safety Act (TSA), OSHA requirements and
notification of Sunshine State One-Call Center (1-800-432-4770), 48 hours prior to any excavation.
b. Perform all clearing necessary for the proper installation of all piping and appurtenances.
c. Follow FDOT Section 125 for specific procedures.
6. Dewatering method:
a. Method of constructing pipes shall be at Contractor's option and included in the unit price for pipe. No additional cost for dewatering, plugging, pumping, shoring,
cofferdaming, or any other installation method chosen by contractor will be paid.
b. If dewatering is used, Contractor shall obtain South Florida Water Management District (SFWMD) dewatering permit.
c. If plugging pipes is used, no additional cost will be paid.
d. If necessary, desilting pipes will not be paid for and shall be included in the contract unit price for pipe.
e. Dewatering methods shall not disrupt traffic on the airport service road, and precautions shall be taken to allow for continuous traffic without reasonable interruption
during installation of the dewatering methods.
7. Pipe constructed in the wet method:
a. Follow FDOT 125-8.3.4.
b. No additional payment shall be made for materials, select material, or any related equipment if this method is used.
c. This method shall be considered used at the contractor's own convenience and no part of this method shall be considered unforeseen conditions.
8. Provide video inspections in accordance with FDOT Specification 430-4.8.
9. The cost of restoring the site that is disturbed, solely for the purpose of constructing pipe culvert, will be included in the Contract unit price for the pipe culvert.
1 ADDENDUM 23/3/2020
1
34:1 APPROACH SURFACE
DEPARTURE RPZ
(500' x 1,010' x 1,700')
APPROACH RPZ
(500' x 1,010' x 1,700')
XX XXXX
XX XX XX XX
10.0
9
.5
9
.
0
8
.
5
8.0
8
.
0
7
.
5
8
.
5
8.0
6
.
0
6
.
5
7
.
0
7
.
5
8
.
0
9
.
0
8.5
8.0
7.5
7
.
0
6
.
5
6.0
8
.
5
8
.5
8
.
5
8.5
9
.0
9
.5
1
0
.0
1
0
.5
10.0
9.5
9
.0
8
.5
8
.0
7.5
7
.0
6
.5
9
.
1
9
.
0
8
.9
8
.8
8
.
7
8
.
6
8.4
8.5
8.6
8
.
7
8
.
8
8
.
9
8
.
5
8
.
6
8
.
7
8
.
8
8
.
9
9
.
0
9
.
1
9
.
1
9
.
0
8
.
9
8
.
8
8
.
7
8
.
6
8
.
5
8
.4
8
.3
8
.2
8
.1
8
.0
7
.9
7
.8
7
.7
7
.6
7.5
7.4
8
.
5
9
.
0
9
.
0
FG=0.00
FG=8.83
FG=8.83
FG=8.83
FG=8.83
FG=0.00
FG=0.00
FG=0.00
FG=8.50
FG=8.49
FG=8.50FG=8.50
-50.00%
-
5
.
0
0
%
-50.00%
0 20' 40'
C401
GRADING ANDDRAINAGE PLAN
STORM DRAINAGESYSTEM
IMPROVEMENTSCULVERT EXTENSION
BOCA RATON AIRPORTBOCA RATON, FL 33431
Revision Schedule
No. Description Date
A
114 2345678910111213
B
C
D
E
F
G
H
I
J
K
L
114 2345678910111213
BID DOCUMENTSIssue Date:Submittal:
RICONDO & ASSOCIATES, INC.1000 N.W. 57TH COURT, SUITE 920
MIAMI, FL 33126-3511(305) 260-2727(305) 260-2728
Comm No.: Commission No.
3810 NORTHDALE BLVD, SUITE 170
TAMPA, FL 33624
OFFICE: 813-374-2200
FL LICENSE C.A. No: 28731
AMERICANINFRASTRUCTUREDEVELOPMENT, INC.
R & A Project No.Drawn By: DLWDesign By: EMSChecked By: MCJAID Project No. RIC 19048
FEBRUARY 4, 2020
FDOT Financial Project No.437967-1-94-01
PROJECT AREA LIMITS
EXISTING PAVEMENT
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
LEGEND
ROFA
RSA
ROFA
RSA
2X - 75 LF OF
72" RCP @ .05%
STRAIGHT CONCRETE
ENDWALL, DOUBLE 72"
PIPE, FDOT INDEX 430-033
INV. EL.=0.80'
INV. EL.=0.70'
CONTOUR - EXISTING GROUND MAJOR
CONTOUR - FINISHED GROUND MAJOR
CONTOUR - FINISHED GROUND MINOR
0.0
0.0
0.0
STORM PIPE
ELEVATION - FINISHED GRADEFG=0.00'
ELEVATION - EXISTING GRADEEG=0.00'
1 ADDENDUM 23/3/2020
1
Boca Raton Airport 1/1 ADDENDUM #2 Storm Drainage Improvements March 4, 2020
Boca Raton Airport Storm Drainage Improvements March 4, 2020 ADDENDUM #2 – Bidder Clarification Requests
Q:1) Some of the muck to be removed is currently under water. This will take considerable amount of time to dry. This will definitely affect project completion time. Therefore could some more time be added to this project. Additional 30-45 days requested.
A: The contract time for the construction period identified in the Bid Form will be extended from 60-days to 75-days. Also, as an alternative to hauling, any muck not suitable for hauling may be spread on-site, up to 4” depth, at designated areas scheduled for sodding or seeding.
Q:2) Should the Contractor opt for the "wet" installation method and use granular or other materials classified as suitable for bedding and backfill when installing in the wet, will compaction testing be required. 57 stone bedding acceptable for placement in the wet?
A: Please see note 7 on sheet C301 for requirements for construction in the wet.
Q:3) In the event of a Significant rain event will bypassing be required? If so, could you provide details. As discussed in the field.
A: Yes, bypassing will be required in the event of rain events. An access manhole west of the runway 5 end can be used to plug pipes and pump out water for bypassing the work area. Pumps must be set outside of the runway object free area, but hoses may be laid on the grass and the roadway surface, as long as traffic can be maintained on the airport service road.
Q:4) Can an earthen cofferdam be installed outside project limits ahead of proposed headwall location. As discussed in the field.
A: Yes, within the expanded clearing and grubbing areas identified.
Q:5) Can you provide a source reference where DBE firms can be located along with their contact information?
A: A good source is the FLORIDA Department of Transportation Disadvantage Business Directory (DBE) found on their website. It will list all DBEs registered in Florida. Also, each county: Palm Beach, Broward and Miami-Dade has a directory with them listed as well.
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