Release of Contingency Funds #027 BOARD OF COUNTY COMMISSIONERS
County of Monroe . Mayor Craig Cates,District I
The Florida Keys Mayor Pro Tem Holly Merrill Raschein,District 5
h
Michelle Lincoln,District 2
James K. Scholl,District 3
David Rice,District 4
Memorandum
DATE: 05/18/2023
TO: BOCC
Kevin G. Digitally signed by Kevin
G.Wilson,P.E.
FROM: Kevin G. Wilson, P.E. Wilson, P.E. Date:
2052.05.18
SUBJECT: Release of Contingency Funds
Included with this memo is the proposed Release of Contingency Funds 427 for the Fl Keys Marathon
Airport Non-Aeronautical Use Building (EOC)project. This does not affect the contract amount, 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 $1,840.00. 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.
County of Monroe ROARD,OF COUNTY COMMISSIONERS
J Mayor Craig Cates Ijmmwlhri.ct 1
The Florida Keys Mayor Pro Temp.Holly id,�leiTill Ra c+in,Distrct 5
Michelle Lincoln,District 2
James K. Sr-hot],District 3
Da-•md Ri.ce,Distri.r-t:4
MEMORANDUM
DATE: 5/12/2023
TO: County Administrator
THRU: Director, Project Management
FROM: Jordan Salinger
SUBJECT: Release of Contingency for: FL KEYS MARATHON AIRPORT NON-
AERONAUTICAL USE BUILDING (EOC)
Action Requested: Approval for release of contingency funds in the
amount of $ 1,840.00 as outlined below.
Basis for Recommended Action:
1. The requested release does not increase the total cost of the project as approved by the
BOCC, and it will have no impact to contract time.
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.
Background:
This is a cost change to the Contingency related to RFI 204, dated 04/27/2023, to add a CIP parapet
wall on top of RB-48 to form the south parapet wall for the roof section over the generator room 245.
Digitally signed by Marshall Quarles Digitally signed by Mickey Pruitt
Marshall Quarles E=Marshall.Quarles@ajaxbuilding.com,O=Ajax Mickey Pruitt O=Archtcts Design Grrooup,OU=CA,CN=Mickey
Building Company,CN=Marshall Quarles
Date,2023.05.1211:15:05-04'00' - Date,'2023.05.1211:30.21-04'00'
Ajax Building Company Architects Design Group
Digitally signed by Cary Knight
Cary Knight Date:2023.05.15 13:03:46 Kevin G. Wilson, Digitally signed by Kevin G.
04'00' Wilson,P.E.
P.E. Date:2023.05.20 06:55:27-04'00'
Cary Knight,Director of Project Management Kevin Wilson,Assistant County Administrator
OWNER CONTROLLED
CONTINGENCY LEDGER
FL KEYS MARATHON AIRPORT NON-AERONAUTICAL USE BUILDING (EOQ
Initial Contingency Amount: $955,613.00
Total Debits Total Credits
Total Adjustments to Date: ($3 1.8,4ds p..4 i ) $51,363.00 )$369, 64.A!))
Current Contingency Balance: $637,211.55
*EO designates PCA as an Error or Omission on Designer
I how i M�l
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a,
Initial Budget %0.00 0.00° $955613.00
This is a cost change to the Project Contingency to add a
GPR survey of the site prior to underground utilities
installation beginning in order to locate potential unknown
utilities that are not shown on the contract documents.
Contract time is not impacted.
10/05/22 (6,500.00) -0.68% $949,113.00
This is a credit change to Contingency for all work related
to RFI 121, dated 10/12/2022,to document the email
correspondence with Cardno that the injection well casing
is only required to be 60' deep, not 120' deep per C-008.
The total depth drilled will remain 120' but the casing is
only required for 60'. Also,the material of the casing is
acceptable to change to Schedule 80 PVC in lieu of DIP
(ductile iron pipe).
12/08/22 12,000.00 1.26% $961,113.00
This is a cost change to Contingency for RFI 113, dated
09/21/2022,to add window shades at the exterior
windows in room 235 and 262 that were not previously'
calling for shades. Reference sketch included in RFI
response.
12/08/22 (2,093.50) `0.22% $959,019.50
This is a credit change to Contingency for RFI 124, dated
10/06/2022 to document the variance between ID-202 and
A-131 on the mirror manufacturer and the decision to go
with the Bobrick B-165 series mirrors due to the cost
savings to the Owner over the Renwil, vered mirrors.
12/08/22 16,455.00 1.72% $975,474.50
OWNER CONTROLLED
CONTINGENCY LEDGER
This is a credit change to the Contingency per RFl 151,
dated 12/08/2022,for the Owner request to change all
countertops in
Food Prep room 260 from Quartz to Stainless Steel.
12/16/22 5,330.00 0.56% $980,804.50
This is a cost change to the Contingency to fund the FKEC
fee worksheet for the electrical primary service.
01/10/23 ('10,014.32) -1.05% - $970,790.18
INThis is a cost change to the Contingency to fund the City of
Marathon Utilities Force Main worksheet fees.
01/10/23 (27,663.63) -2.89% - $943,126.55
This is a credit change to the Contingency for changes from
submittal 084113-1, dated 12/01/2022,to change the 1203
window from an insulgard ballistic window to a standard
YKK interior storefront window, and to change door 218
from a double door to a single door with a sidelite due to a
conflict between the corridor width and the required width
for an insulgard double door.
01/23/23 14,607.00 1.53% $957,733.55
This is a cost change to the Contingency for ASI 01, dated
11/28/2022,for:
-The changes to the primary electrical routing and
equipment for the building's power per FKEC
requirements, and
-The addition of the quick-connect equipment to add the
ability to connect a portable load bank.
02/14/23 (65,712.00) -6.88% - $892,021.55
This is a cost change to the Contingency for RFl 154, dated
02/02/2023,to change doors 202 & 203 to Ambico ballistic
hollow metal (HM)frames since the specified Insulgard
HP500 ballistic door system required the doors to be
outswing, which conflicted with the hallways. Ambico
doors can accomoclate an inswing to match the floor plan
intent.
02/14/23 (870.00) -0.09% - $891,151.55
This is a cost change to the Contingency for RFl 115, dated
12/05/22, to expand the chase in room 219C and add
chases in rooms 254&
251 for the vertical storm piping drops from the roof drains
down to underneath the 1st floor slab.
02/14/23 (1,282.00) -0.13% $889,869.55
OWNER CONTROLLED
CONTINGENCY LEDGER
This is a cost change to the Contingency for RFl 111, dated
10/03/22,for updates to A-132 &A-133 clarifying quantity
and locations of
I & bathroom accessories. 02/14/23 (].,503.00) -0.16% -
$888366.55
This is a cost change to the Contingency for RFl 164, dated
02/14/2023,to increase the depth of the clumpster
enclosure per revised sheets A-001 and A-030 to meet the
clumpster size and clearance requirements. Dumpster
enclosure CMU walls that have already been constructed
will be removed,foundation will be extended to support
the increased depth, and the CMU walls will be re-
constructed.
('10,4.95.00) -1.10% - $877,871.55
This is a credit change to the Contingency for RFl 173,
dated 01/19/2023,to eliminate the Masterseal 581
waterproofing noted in the
details for the clumpster enclosure.The clumpster
enclosure walls will have a standard stucco finish.
02/14/23 1,581.00 0.17% $879,452.55
This is a credit change to the Contingency for eliminating
the BP 05.01 Scope requirement to furnish and install two
(2) elevator pit access ladders, since the BP 14.01 Elevator
subcontractor will furnish and install their own ladders
which they have included.
03/07/23 1,390.00 0.15% $880,842.55
This is a cost change to the Contingency for the work
related to RFl 167, dated 01/03/2023,to install a 6"trench
drain system between the planters on the west elevation
of the building, and tie the trench drains into the site storm
system at Structures S-1 and S-3.This includes required
core drilling work to run the drain between the different
sections of the planters.
03/07/23 ('15,077.00) -1.58% $865,765.55
OWNER CONTROLLED
CONTINGENCY LEDGER
This is a cost change to the Contingency for RFI 133, dated
12/27/2022,to change multiple exterior walls at the
mechanical yard and generator room to CMU walls in lieu
of tilt panel walls due to constructibility issues with being
able to set the tilt panels with the roof beams and precast
joists in place.This includes adding stucco to these CMU
walls.
Is 03/24/23 ('i , 81.00) -1.50% $851,384.55
This is a cost change to the Contingency for RFI 159 dated
03/14/2023 to increase the circuit breakers in panel ELDP
and increase the wire size for the elevator pumps based on
increased HP requirements per the manufacturer.
03/24/23 (720.00) -0.08% $850,664.55
This is a cost change to the Contingency for RFI 169, dated
01/16/2023,to provide an additional disconnect and point
of connection to the ACCU-3 condensing unit based on
electrical requirements provided by the manufacturer in
submittla 237313-1.2.There will now be (2) 60amp
disconnects and (1) 30amp disconnect for ACCU-3 in lieu of
(2) 100amp disconnects.
I'M 04/06/23 (4,4 .00) -0.47% $846,189.55
This is a cost change to the Contingency for RFI 158, dated
02/27/2023,to add 3'biometeric readers to doors 243,
253B, 277 for access control and to delete the camera in
Storage room 233.This includes all infrastructure, devices,
and licenses for the added readers and door hardware
changes to make these doors electrified.
04/06/23 (20,781.00) -2.17% $825,408.55
OWNER CONTROLLED
CONTINGENCY LEDGER
This is a cost change to the Contingency for RFI 194
Stairwell doors hardware and fire rating changes to meet
fire and
FEMA 361, dated 03/20/2023,to change the door
hardware specified for doors S102B and S103 per
manufacturer requirements in order for the doors to meet
both a FEMA 361 rating and a 2hr fire rating.
Separately,this RFI also updated all other stairwells doors
from 1hr to 2hr and all glazing in these stairwell doors from
45min to 90min rating.There is no cost associated with
these latter upgrades.
04/18/23 (5,8 .00) `0.61% $819,533.55lull III
'
This is a cost change to the Contingency related to
Submittal 280537-1.2 to change the bi-directional antenna
from a Yagi antenna (model'# BDA-YDA763869-14-1)to a
Westell'panel antenna (model#CS03-777-999).This
change was recommended by the BDA vendor, and
reviewed and approved by Monroe County because the
panel antenna is tested and rated for a higher wind MPH
than the yagi antenna.
04/18/23 (1,58 .00) =0.17% $817,951.55
This is a cost change to the Contingency related to RFI 188,
dated 03/06/2023,to demo part of the retaining wall just
northwest of GL 9 to provide more turning radius
availability for when trucks or equipment drive up the
access ramp and need to turn left
W 05/09/23 (3,841.00) =0.40% $814,110.55
This is a cost change to the Contingency related to RFI 199,
dated 05/09/2023, to extend multiple P1 and P9 walls to
the underside of the roof deck(framing, iso, and drywall
extended)that were originally called to terminate at the
ceiling.This change enhances sound transfer reduction
between corridors, building areas, and offices.
05/09/23 (80,114.00) -8.38% $733,996.55
OWNER CONTROLLED
CONTINGENCY LEDGER
This is a cost change to the Contingency related to RFI 198,
dated 04/11/2023, to add beacon lights on the top of the
building per request from the Monroe County Building
Department.This includes eight (8) FAA-approved beacon
lights positioned at the building corners and along the roof
perimeter.
05/09/23 ('1 8,634.00) -1.95% $715,362.55
This is a cost change to the Contingency related to RFI 2,09,
dated 05/09/2023,to confirm the additional stucco and
Masterseal 581 waterproofing intended for the CMU walls
at the Outside Seating 263, Ground Level Lobbies 101 &
102, and ground level electrical chases.This RFI also covers
documenting stucco CJ layout and the final sizes of the
electrical chase walls and required'MAT4 foundations to
encapsulate all electrical conduits from the Level 1 to the
site.
Cost previously being tracked for RFI 132 regarding the
chase walls size increasing is included/covered by this RFI
209 response and pricing.
Cost previously being tracked for RFI 200 regarding the
ground level lobbies wall types is included/covered by this
RFI 209 response and pricing.
05/11/23 (76,3:i 1.00) -7.99% $639,051.55
This is a cost change to the Contingency related to RFI 204,
dated 04/27/2023,to add a CIP parapet wall on top of RB-
48 to form the south parapet wall for the roof section over
the generator room 245. 05/12/23 ('J.r'88DmD '0.19%
) $637,211.55
I
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Project: Monroe County EOC at the Marathon Airport
LABOR
Quantity Units Description /unit Cost of labor
6 hr Laborer $ 25.00 150
6 hr Carpenter $ 27.00 162
6 hr Iron Worker $ 28.00 168
1 hr Construction Manager $ 30.00 30
Labor Subtotal 510
Labor Burden Percentage 40% 204
Labor Total 714
MATERIAL
Quantity Units Description /unit Cost of Material
28 Ibs Rebar $ 0.71 20
1 ea Epoxy $ 30.00 30
1.3 yds Concrete $ 210.00 273
1 ea forms/miscellaneous materials $ 150.00 150
Material subtotal 473
Material Sales Tax 7.50% 35
Material Total 508
1 hr Concrete Pump $ 300.00 300
1 ea Miscellaneous Tools $ 150.00 150
Labor Total 714
Material total 508
Subtotal 1,672
Allowable OH&P 10% 167
GRAND TOTAL(no pennies) $1,840
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AdXAjax Building Company,LLC Project:202011 Monroe County FL Keys Marathon
109 Commerce Blvd Airport NAUB EOC
Oldsmar, Florida 34677 7280 Overseas Highway
P:+18137923900 Marathon, Florida 33050
RFI #Con-204: Parapet at roof level over the south wall of Generator Room 245
Status Closed on 04/27/23
To Tyler Storm(Thornton Tomasetti) From Marshall Quarles(Ajax Building Company, LLC)
Devon Ayers(K2M Design) 255 Crane Blvd
Mickey Pruitt(Architects Design Group) Upper Sugarloaf Key, Florida 33042
Date Initiated Apr 26,2023 Due Date May 1,2023
Location Project Stage Course of Construction
Cost Impact TBD Schedule Impact TBD
Spec Section 03 30 00-CAST-IN-PLACE CONCRETE Cost Code
Drawing Number S-103 Reference
Linked Drawings
Received From Ed Crouch(Bella Construction of Key West)
Copies To Donald Harcrow(Ajax Building Company, LLC), Piyush Jain(Thornton Tomasetti), Cary Knight(Monroe County),Travis Mauldin
(Ajax Building Company, LLC),Mickey Pruitt(Architects Design Group), Banistka Rodriguez(Architects Design Group),Jordan
Salinger(Monroe County), Steven Sanders(Monroe County), Daniel Taylor(Architects Design Group),Cary Vick(Monroe
County), Derek Wassink(Thornton Tomasetti)
Activity/
Question Question from Marshall Quarles Ajax Building Company,LLC on Wednesday,Apr 26, 2023 at 01:47 PM EDT
Per A-121 and detail 4 on A-321,a parapet wall is shown at the roof level above the south wall of Generator Room 245.This
masonry wall falls directly below the structural beam RB-48. Please advise if a CIP knee wall can be installed with drilled and
epoxy#4 vertical rebar at 12"to mimic details 2 and 3 on S-440,with the only changes from these details being that the knee
wall will be over the south edge of the beam and the rebar will be drilled and epoxied in in lieu of dowels.
A parapet wall is needed here in order to terminate the roof too.
Attachments
RFI 204 sketch.pdf
Official Response Response from Mickey Pruitt Architects Design Group on Thursday,Apr 27,2023 at 03:32 PM EDT
ADG agrees with Tyler Storm
Official Response Response from Tyler Storm Thornton Tomasetti on Thursday,Apr 27,2023 at 02:38 PM EDT
The proposed CIP parapet at roof level is acceptable structurally. Use at least 4"embedment depth for the drill and epoxy
rebar vertical dowels.
Ajax Building Company, LLC Pagel of 1 Printed On:Apr 27,2023 03:47 PM EDT
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