Release of Contingency Funds #40 ] ] � � r
w Vi BOARD OF COUNTY
COMMISSIONERS
County of
@ayyr David wrco,District 4
ID � Florida ] � Ma.) Craig t
Michelle cur:
,
James K Scholl,District 3
Memorandum
DATE: 6/13/2022
TO: BOCC
p
FROM: Kevin G. Wilson, P.E. "^ �' r' ¢:a .„.. Kevin G.Wilson,P.E.2022.06.1316:10:23-04'00'
SUBJECT: Release of Contingency Funds
Attached is proposed Release of Contingency Funds #40 for the Plantation Key Courthouse & Detention
Center project. This does not affect the contract price but releases contingency funds already included
in the Guaranteed Maximum Price for work that was either not foreseen or for which a price could not
be determined at the time of contract execution.
The amount requested is $47,561.00. The attached Release of Owner Contingency Request provides the
details. This is being provided to ensure the BOCC is aware of this change. Please contact me with any
questions. If there are none with the normal 24-hour window, I will approve the request.
BOARD OF COUNTY COMMISSIONERS
Mayor David Ri e District 3
County of Monroe
%V'r Mayor ayo 1 No e m( 6g("ales,4}a,ta ict 1
The Florida Keys G�l,�/� 1
' fif Vacani Diadpaet 3
Holly McmH Ruscltca;at,District 5
DATE.MEMORANDUM
10-Jun-2022
TO. County Administrator
THRU. Director, Project Management
FROM. Matthew Howard
SUBJECT- Release of Owner Contingency for: Plantation Key Courthouse & Detention
Center
Action Requested: Approval for release of project contingency funds in the
amount of $ 47,5 1.00 as outlined below.
Basis for Recommended Action.
1. The requested release does not increase the total cost of the project as approved by the
OCC.
2. The scope for Which the release is requested is Within the intended project scope.
3. The release is not based upon an error or omission by the designer or the general
contractor.
BKKq1ound.
Curing renovations of the old PK courthouse Biltrnore discovered the existing framing in the
courthouse to require additional support. A structural engineer verified the need for additional
support. The conditions could not be discovered until demolition commenced. It is recommended We
approve the change in scope to allow Biltrnore to finish the renovations at the old courthouse.
Digitally signed by Cary
Car Kn i h t Knight Kevin G.Wilson, P.E.
Y 9 r
Date:2022.06.1315:33:25 e. 1, � .._,... 2022.06.15 11:55:08
-04'00' -04'00'
Cary Knight,Director of Project Management Kevin Wilson,Assistant County Administrator
OWNER CONTROLLED
CONTINGENCY LEDGER
Plantation Key Courthouse & Detention Center
Initial Contingency Amount: $515,345.48
Total Debits Total Credits
Total Adjustments to Date: ($!503,8113 7) $1,065,880.41 ($J,!)69,69J,78)
Current Contingency Balance: $11,534.11
EO designates PCA as an Error or Omission on Designer
Revise beam size for hollow core plank bearing.
RFI #10 04/15/19 (3,755.00) -0.73% $511,590.48
Provide funding for limited site work from Project
Contingency until which time an Amendment is
reissued by Owner to fund this work. Amendment
4 originally issued for this work was canceled June
19, 2019. Limited site work Includes the
following:
Clearing and Grubbing
Drainage
Water
Provide addition survey work to identify if curbs,
sidewalks or building corners conflict with existing
tree locations. 08/05/19 (157,830,00) :-30.63%: $353,760.48
IProvide and install an additional 30' LF of primary
electrical underground conduit.The power$ pole
location as shown on Bid Document Sheet El .01
was relocated. Refer to attached back-up from
Stryker for additional information.
12/25/19 (4,1.80.23) -0.81% $349,580.25
Provide all labor, materials and equipment to
modify/raise Catch Basins and Manhole
Structures as a result original survey
discrepancies. Refer to revised drawings C400.1A,
C400-I B and attached proposal from Toppino &
Sons for additional information. 01/06/20 (18,540,00) -3.60% : $331,040.25
Campers added to the scope 01/27/20 (7,114.82) -1.42% $323,725.43
Thickened Slab Details 01/27/20 (3,4 5 2.0 0) -0.67% $320,273.43
Install FKEC transformer Pad 02/28/20 (4,389.00) -0.85% $315,884.43
Site Utility Relocation Project 04/03/20 (233,663,82) $82,220.61
Conduit Routing Alteration at Ellis Building 05/07/20 (5,81.8.00) -1.13% $76,402.61
Refund of unspent T&M allocation 06/11/20 943.00 0.18% $77,345.61
SteelEmbe 30' 08/13/20 (1,7 71.00) -0.34% : $75,574.61
Room 220 Redesign 08/13/20 (2,24 9.6 8) -0.44% : $73,324.93
OWNER CONTROLLED
CONTINGENCY LEDGER
Site raising adjustment 08/13/20 (2 7,968.82) -5.43% $45,356.11
Consolidation of CM contingency funds 12/02/20 548,030.62 :10634%: $593,386.73
CCD-1 Funding 12/02/20 (164,449.14) 31.91%: $428,937.59
------------
Existing Courthouse Renovations 12/10/20 (158,594,66) :-30.77%: $270,342.93
Sidewalk raise, Roof Ladders, Fire Damper 01/08/20 (24,285.35) -4.71% $246,057.58
AT T Service Contract 01/22/21 (21,162,77) -4.11% $224,894.81
Fire Suppression Separation 02/09/21 (11,720.90) -2.27% $213,173.91
Negative Air Pressure Room 02/10/21 (56,847,8 $156,326.038)
Contingency Consolidation 2 04/12/21 227,994.70 44.24% $384,320.73
t P Po r 8, E
ower a Data adds 04/12/21 (157,098,10) :-30.48% $227,222.63
MCSO Mechanical, Electric, Plumbing 04/12/21 (53,821.33) -10.44%: $173,401.30
Transaction partition, Plinths, Sump Alarm Wi-Fi 05/19/21 (15,817,81) -3.07% $157,583.49
C. Reader, MCSO Flooring, Shutter change 06/09/21 (18,5 0 7.7 2) -3.59% $139,075.77
Flooring Upgrade in Courthouse 06/17/21 (115,628,50) :-22.44%: $23,447.27
Add 2 House Phones 06/23/21 (600.09) -0.12% $22,847.18
Contingency Consolidation 3 08/16/21 288,912.09 : 56.06%: $311,759.27
CCD 5.1 08/16/21 (68,666.68) 13.3 2%: $243,092.59
CCD 5.2 09/08/21 (33,328,53) -6.47% : $209,764.06
Electric/Hose Bib/KeyWatcher 10/08/21 (4 1,85 7.9 1 -8.12% $167,906.15
Mailbox and Courier Box 11/01/21 (11,185,00) -2.17% $156,721.15
Best Core/Signage Change/Data Drops 11/05/21 (24,941.69) -4.84% : $131,779.46
Builder's Risk Extension and Data Drops 11/28/21 (11,976,38) 2.32% : $119,803.08
Fire Alarm Relays 12/09/21 (6,275.00) -1.22% $113,528.08
Toilet Paper Holders/Shower Curbs 01/31/22 (6,930,00) -1.34% $106,598.08
B/R Insurance and Laundry Wall modification 02/04/22 (14,0 7 7.00) -2.73% : $92,521.08
Data drops to medical office and flush mounted
cameras 02/28/22 (3,604,97) -0.70% :
$88,916.11
Fire Valves being lowered 03/16/22 (28,353.00) -5.50% $60,563.11
modification and PCA 38 savings 1 -0.28% 1 $59,095.11
Water all m 04/21/22 (1,4 6 8.0 0)
Unforseen wall conditions at old courthouse
06/10/22 (4 7,561.00) -9.23% : $11,534.11
$11,534.11
$11,534.11
$11,534.11
,ffl�
�, BIELIMO�RE
�,, CONSTRUCTION CO., INC'.
Date: June 10, 2022
Monroe County
Mr. Matthew Howard, Project Manager
1100 Simonton Street, Room 2-216, Key West, FL 33040
owa t
hird inat II`ILggy
Re: PCA#TBD
Phase 3 Existing Conditions Repairs @ Existing Courthouse
Dear Matthew:
The following was directed by the Structural Engineer's field report#7 and is being submitted to be
incorporated via Contingency Adjustment:
Division Summary of Costs Value by Division
............................................... .................................................................................................................................................................................................................................................................................................................................................
03-04 Demo,infill and temporary construction as described in the attached COR and $ 47,561.00
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
Pennoni Field Report dated 5/19/22 $
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
*See attached documentation $
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
............................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................
---------------------L— $
Subcontractor Credit SUBTOTAL 47,561.00
General Conditions $ -
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
NIA on contingency adjustments
Construction Credit 47,561.00
CM Contingency 1%SDC N/A
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
General Liability Insurance.92%SDC N/A
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Bonding.9%CCB N/A
.................................................................................................................................................................................................................................................................................................................................................................................................... .....................................................................................
LLLJ
Total Construction Credit 47,561.00
Pending your review and approval, we will add this scope of work per your direction via signed
Contingency Adjustment.
Sincerely,
tc 41
Project Manager
Enclosures: As noted above.
I
3C Construction Corporation,
3601 NW 55 Street,Suite 201,
Miami,FL 33142-2701,305-638-5511
CHANGE NNE E E i EST
i 1» n» »I.„�»r».nr�1n1
No 23-RI
TITLE. Existing Courthouse, (Vest it rallInFill DATE: 06/07/22
C/O REVISION DATE: 06/07/02
PROJ: Plantation Key Judicial Courthouse 3C',JOB: 2
and.Deteution Facility Agreement/Contract: 12/10/2018
8820 Oi,erseas Highu,ay Biltmore JOB: 986
lai,ernier,,TL 33070 Biltmore Vendor No: 986-04
CLIENT: Biltnto e Construction C®raalsany
1055 Ponce de,Leon Bouler a d REF: 03-300 Cast-in-Place Concrete
Bellair,TL 33756
727-585-2084
Att:Leonard Anderson,SPM From: Orlando T.Casariego
STATUS: In Progress a.If:u au sou`:L.� :�u�.u�.n... ..
Phone: 727-423-2173 Phone: 305-638-5511
DESCRIPTION OF CHANGE:
Demolition of framed wall and infill with structural masonry and filled cells. Based on 8V-07
dated 060622(8-8). Panels approximately 5'-0"X 10'-0" Quantity=8.REVISE-RI: Add
temporary wall IT-0"X 8'-0"wood frame with Plywood to be relocated at each opening as
work progresses.
Item Description Quantity Units Unit Price 3C', Cost Codes Net Amount
I Labor 1.00 EA $ 27,600.00 M-200 $ 27,600.00
2 Equipment 1.00 EA $ - E-215 $ -
3 Materials 1.00 EA $ 15,100.88 1-103 $ 15,101.00
4 Other EA �Lump Sum: $ 42,701.00
Overhead 5.000'Yo $ 2,136.00
Profit 5.000(Yo $ 2,136.00
SubT'otalm $ 46,973.00
P+P Bond: 1.25010 $ 588.00
Total: $ 47,561.00
The Original Contract Sum was $ 4,141,599.02
Net Change by Previously Authorized Requests and Changes BC",C",#: 000 to 010 $ 26,927.94
The Contract Sum Prior to This Change Order Was $ 4,168,526.96
The Contract Sum Will be Increased/Decreased $ 47,561.00
The New Contract Sum Including This Change Order $ 4,216,087.96
The Contract Time Will Be Changed
For: 3C Construction Corporation
By: Orlando.J C'asariego
3C Price PKJCDF 3C-023-Rl West Wall InFill 060722.xlsx
PKJCDF 3C-023-R1 West Wall InFill 060722.xlsx
CHANGE ORDER BREAKDOWN
3C CONSTRUCTION CORPORATION
3601 NW 55 street, Suite 201, Miami, Florida 33142-2701
305-638-5511
Labor MUnit Costs
Hrs 1.5-07 Rate$/Hr Notes
0
Pr 125.00 5,000.00
fLLMana er 40 0 $ $
Cu. j R_ 0
Pro'
SuEer 80 0 $ 85.00 $ 6,800.00
Forennqan 0 0 $ 65.00 $ -
Installer 160 0 $ 58.00 $ 9,280.00
Laborer 80- 0 $ 37.50 $ 3,000.00
Heleer 80 0 $ 44.00 $ 3,520.00
i i
EEEF n Hsherr 0 0 $ 58.00 $ -
$ 27,600.00
Equipment Unit Costs
5"Cork Pump 0 HR $ 155.00 Trailer $ -
0 CY $ 9.00 $
3"Cork Pump 0 HR $ 95.00 Trailer $
0 CY $ 6.00 $
2"Cork Pump 0 HR $ 85.00 Trailer $
0 CY $ 5.00 _$ -
Water Pump 0 Day $ 125.00 2"Trash $ -
Compressor 0 Day $ 325.00 185CFM $ -
Demo Hammer 0-Day $ 115.00 69# $ -
Shoring 0 CF/Day $ 0.15 20K SysteEn_ $ -
RT Forklift 0 HR $ 75.00 1 OK Gradall $ -
Gas Saw 0 Day $ 85.00 $
Crane 0 HR $ 175.00 75TN RT $
0
Materials Unit Costs
Concrete 0 CY $ 165.00 3000psi-Min $ -
Rebar 0 # $ 0.62 60KSI $ -
Hollow Core 0 SF $ 14.50 8" $ -
Hollow Core Top 0 SF $ 7.3 2"Concrete $ -
Lumber 68 BdFt $ 0.46 Nominal $ 31
Plywood 192 SF $ 1.65 3/4" MD3 $ 316.80
Epoxy 16 Tube $ 26.0-0 Hilti C-50-0 $ 416.00
Masonry 480 Each $ 19.69 8" Block $ 9,451.20
Masonry Cell 240 LF $ 11A9 8"w/Rebar $ 2,685.60
Delivery 8 Each $ 275.00 3C Truck $ 2,200.00
$ 15,1 00.88
3C reserves the right to modify unit values based on complexity of work required.
2 of 2
601 N,Congress Avenue
Unit 106A
Deh'4ry Beach,FL'3344S
T'561-265.6864
wswwwnniioni.conn
FIELDI II
Project: Plantation Key Existing Courthouse Restoration
Pennon! Project No. CS A1702
Monroe County Permit No..:
Location: 88770 Overseas Highway
Tavernier, FL 3307E
Date: May 19, 2022
Contractor: Biltmore Construction
Present; Robert'Selinsky P.E.,SJ.— Pennioni
Paul Rankin—Biltmore Construction
i
Progress. Existing Courthouse eldest Wall Exposed
Comments:
Arrived on site, as requested by the contractor, to observe the item noted above.
Discussed CMU inlill of the existing metal stud wall .south end of the courthouse,
Sec attached sketch for infill detail.
Discussed slab and diagonal wall restoration as shown on A2.00, for the north end of the coauIl-louse®
Details on A2.00 are still applicable.
Existing spauled concrete in these north and south areas can be repaired with Silva Armatec 110 Fpo Ceuta
applied to exposed reinforcing then patch with a Silva high strength epoxy grout mix. Follow rnan ufadLufer"s
instruCtions for preparation, application, and curing.
i
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1 � 1`
CC; Keith Real, CSA _ I � or `a' : By:
(ICelth csa-architects.com r fw Robert J. Selinsky, PE,SI #1145
Paul Rankin, Biltmore ' ,,1
(prankin biltmorefl.com)
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