Item C31 C31
BOARD OF COUNTY COMMISSIONERS
COUNTY of MONROE �� i Mayor Holly Merrill Raschein,District 5
The Florida Keys Mayor Pro Tern James K.Scholl,District 3
Craig Cates,District 1
Michelle Lincoln,District 2
' David Rice,District 4
Board of County Commissioners Meeting
July 17, 2024
Agenda Item Number: C31
2023-2661
BULK ITEM: Yes DEPARTMENT: Project Management
TIME APPROXIMATE: STAFF CONTACT: Cary Vick
n/a
AGENDA ITEM WORDING: Report of monthly change orders for the months of May and June
2024, reviewed by the County Administrator/Assistant County Administrator.
ITEM BACKGROUND:
There were four(4) change orders considered and approved by the County Administrator/Assistant
Administrator for the period beginning 05/01/2024 and ending 06/30/2024 for a total of$94,454.61.
There were no change order requests denied.
PREVIOUS RELEVANT BOCC ACTION:
On September 9, 1998, Ordinance No 027-1998 was adopted in order to provide that the County
Administrator may approve separate, non-cumulative change orders for construction projects and
professional service contracts in amounts not to exceed $50,000 (as amended per Ordinance No. 024-
2015), or 5% of the original contract price, whichever is greater. The BOCC requested a monthly report
of all change orders considered by the County Administrator.
INSURANCE REQUIRED:
No
CONTRACT/AGREEMENT CHANGES:
N/A
STAFF RECOMMENDATION: N/A
DOCUMENTATION:
Change Order Rpt_Jly 202 .pdf
1524
FINANCIAL IMPACT:
N/A
1525
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1526
MONROE COUNTYANGINEERING/ PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE: CHANGE ORDER NO: 02
Monroe County Detention Center Window Replacement INITIATION DATE: 05/02/2024
CONTRACT DATE: 02/15/2023
TO CONTRACTOR:
Strong Tower Construction, LLC
d/b/a Koch Corporation
1901 South 71" Street
Louisville, KY 40208
The Contract is changed as follows:
The original (Contract Sum) (Guaranteed Maximum Price)............................................$208,137.00
Net change by previously authorized Change Orders...................................................$ 0.00
The (Contract Sum) (Guaranteed Maximum Price) prior to this Change order was.............$208,137.00
The (Contract Sum) (Guaranteed Maximum Price) will be (increased) (decreased)
(unchanged) by this Change Order.......$ 32,182.25
The new (Contract Sum_(Guaranteed Maximum Price) including this Change Order is.......$240,319.25
The Contract Time will be (increased) (decreased) (unchanged) by.................................. 0 days
The date of Substantial Completion as of the date of this Change Order is........................ 03/03/2024
Detailed description of change order and justification:
Multiple miscellaneous changes includinq payment of shop drawings which were originally going to be paid
by the County and not a part of the original scope of work, installation of spray foam and exterior flatstock
due to window sizing issues, and installation of pick-proof caulking as requested by the Sheriff's office
which was not originally identified as a requirement in the specifications.
Change Order is 15.5% of the original contract price.
Not valid until signed by Owner Architect if applicable), and Contract
ARCHITECT:
Bender&Associates Architects, P.A. Date
Digitally signed by Dee Johnston
DN G US E=dee.johnston@strongtwr.com
DeeJohn sto n OCNSDon Tmer,eJ ohnsto OU Pro1e Adm n s rator
CONTRACTOR: D t 2024.05.14 11 05 02 04 00
Strong Tower Construction LLC Date
Digitally signed by
Cary Vick
Cary Vic Date:2024.05.14
INTERIM DIRECTOR _ 11:18:44-04'00'
Cary Vick Date
Project Management
Digitally signed by KevinG.Wilson,P.E.
ACTING COUNTY ADMINISTRATOR: Date:2024.05.1 c t 2:15:20-04'00'
Kevin Wilson Date
1527
Change Order Attachment per Ordinance No. 024-2015
• Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation: Multiple miscellaneous changes including payment of shop drawings which were
originally going to be paid by the County and not a part of the original scope of work, installation of
spray foam and exterior flatstock due to window sizing issues, and installation of pick-proof caulking
which was not originally identified in the specifications.
• Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
• Change Order exceeds $50,000 or 5% of contract price (whichever is greater). Yes ❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
• Project architect approves the change order. Yes ® No ❑
If no, explanation of why:
• Change Order is correcting an error or omission in design document. Yes ❑No
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
1528
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CO R-3
Requested Approved Not Approved
Install Spray Foam $ 800.84 $ 800.88 $ -
Hotel and Per Diem $ 500.00 $ - $ 500.00
Material $ 433.30 $ 372.16 $ 61.14
Subtotal $ 1,734.14 $ 1,173.04
Sales Tax On Materials $ - $ 27.91 $ (27.91)
2.61% Insurance $ 45.26 $ 31.34 $ 13.92
5%Overhead $ 88.97 $ 58.65 $ 30.32
5% Profit $ 88.97 $ 58.65 $ 30.32
Subtotal $ 223.20 $ 176.56 $ 46.64
3% Bond $ 58.72 $ 40.49 $ 18.23
Grand Total $ 2,016.06 $ 1,390.09 $ 64.87
With the provided backup Monroe County will approve the
highlighted amount of$1390.09
1530
Change Order Request Summary 13 TOWER
Strong Tower Construction Contract will be Increased by this Change Order: $ 2,017.00
1901 South Seventh Street Contract will be Decreased by this Change Order: $
Louisville KY 40208 - 1605 Version= August 1,2023
December 27,2023
Project Name Monroe County Detention Center Window replacement Strong Tower Change Order # COR-03
Project Number 2852 Key West I Florida(FL) Client Reference PCO #
Change Order Title Spray Foam Exterior Window Perimeter contract Time Extension Work Days #
Description of Work: Strong Tower was instructed to Spray foam the perimeter of the windows from the exterior prior to installing flatstock trim.
.....................................................................................................................................................................................................................................
This work was performed on four of the twelve openings.
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
Engineering/Drafting not required.
............................................................................................................................................................................................................................................................................
Labor Description Labor Base Labor Premium Rate Labor Rate Total Hours Total Labor Cost
Classification Rate($) 1X 1.5X 2X ($) ($)
Install the Expanding Spray Foam Glazier $ 54.00 " $ 66.74 6.0 $ 400.44
.............................................................................. ............................ ...................... ............ ............ ............. ..................... .......................... ..................................
Install the Expanding Spray Foam Glazier $ 54.00 " $ 66.74 6.0 $ 400.44
................................................................................ ............................ ...................... ............ ............ ............. ..................... .......................... ..................................
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ .................. ....Total...(A).....-$$............. 800.-88.
......
B. Equipment Rental Total (B) $ ..
C. Trucking (Truck and Trailer) Trips to Site= Miles One Way= 30 Total (C) .$.........................
D. Other (type Description of item) Total (D)
....................................
E. Other (type Description of item) Total (E)
....................................
F. Hotel and Meal Per Diem Total (F) $
Sprayway Glass Foam AERO Material Subtotal 1 $ 14.07
..................................................................................................................................... ................ ..........
Cans of Sprayfoam-"Great Stuff Gaps" Material Subtotal 2 $ 5.04
..................................................................................................................................... ...........................
Material Subtotal 3 $
..................................................................................................................................... ...................
Material Subtotal 4 $
..................................................................................................................................... .................... ......
Miscellaneous Material Material Subtotal 5 $ 80. 0
.................................................................................................................................... ..................... .....
ZEP Chem.Resistant Spray Material Subtotal 6 $ 7. 7
Loctite Big Gaps 12oz................................................................................................ Material Subtotal 7 $........--256.2....
...........................
Material Subtotal 8 $ -
..................................................................................................................................... ............................
Material Subtotal 9 $
..................................................................................................................................... ............................
Material Subtotal 10 $
G. Material (Tax is included if a non-exempt job) Total (G) $
....................................
H. General Conditions Total (H)
11�1�t1umuu�tll,� m"i''7.="."tli�; ....................................
I. Worker's Comp,General Liability Insurance x 2.61% Total (I) $ 45.2
J. Strong Tower Overhead av� ;27 91 x 5.0% Total (J) $ 88 7
K. Strong Tower Profit x 5.0% Total (K) $ 97
...... ..1.. ....9....
L. Total Total (L) $ 1 57.34
....................................
M. Subcontractor Tier Cost 0/11 i& II'II nlli 1m 117,30 Total (M)
N. Subcontractor Tier Markup It,�uull-i!ima : I�11�"�'�`h.�"�',4 x 0 Total (N) $...............................
O. Sub Total (A-N) $ 1 957.
................. .......
P. Bond I 1A0 49 x 3.00% Total (P) $ .72
O. Grand Total (A P) Is °1"r,
Project Manager-Robert Yount Prepared By Signature: RAevt`(ol_wt 1,39009
1531
Printed Last= 3/5/2024 2852 Monroe County COR 03-Final BF Revision 2.xlsx
I
INI Dui ei� INVOICE DETAIL
W' l
2512592
continued
E3Q 1. IR 60YC0 SILVER 10 043192750700060000 11.0000 E,A $ T48 TOTAL PRICE
PRODUCTKU QUANTITY UNIT P A4CE
DUCK P .M._.�. 7,46
DUCT
DUCK PRO 1.661N 3C 60YU SILVER EI 10:10431927500I0105000.104 1,0;000 EA $7.45 $7.48
DUCT
LUCK PRO 1.6 IN X 60YD SILVER 1'004;31927500005 0004 1,00007 EA $7.48 $7.48
DUCT
DUCK PH00 1 8VN 1C 60YD$ILVER 10 04:319275 1C.00500W4 I.000.1 EA $7,48 $748
DUCT
Purchased by: SUBTOTAL $20976
Cu tomeer s 00094 TAX $12.35
TOTAL $218,20
BILL TO�
Arcl: 6035 3225 3241 6256 Amount Du; s ' Trams Datw DUE ND ATE;
KOC1H 0:1�0r�r'�ORA"r'ION 2�5
22796
tto $196,47 0 / / 4
Ln 1'70 2645 tnar
a,
PRODUCT SKUl 0 QUANTITY UNIT PRICE TOTAL PRIDE
MIKE M2 LDS+ 318"X 6" DRILL BIT 00005 426T0y00 700;100-06 Ni,0000 EA �m$10,97 $107 7
TAKE M2 8DS+3/8"X 6" DRILL BIT 00005242670000700008 1.0000 EA. $10,07 $10.97
DW t3LK CSC 3/6° BIT 1 PC 10 012961071000,k7DO00.2 I.00CC0 EA
O'r4"rl ELK OX 7/16"BIT 1 PC 10012951010000700002 1.00001 EA $10 07 $10.97'
C3 ,,HSLK C „1/2 BIT„1 PC . _. " I.P P . R$1 �CII�CI 00�0�0 1..001010..E -� 157... $13 07:.....
AY AY O L.,A P0A HERO 100340666401000400004 1 0000 E.A. $3.66 $3,66
23OZ
[�ll K C.1X 1/2 BIT 1PC 1'0120511203000700002 1 00001 EA $1397 $113.07
DISCOUNT 00000000000000 5 1.01000 E A 426,00 N$2&00
IVIKE SHCKWAVIE TITANIUM 11/32" 100129476200100700002 1,0000 EA $12,07 $12.07
BIT 1 PC
I'VIKE SHCKWAVE TITANIUM 23064" 1001P9 76100707000012 1,00010 EA $14.97 $14.07
BIT 1PC
DIKE SHCK'wr1'AVE TITANIUIW12,3/64" 100129476100,00700002 1,0000 EA $14. 7 $14.97
BIT 1PC
HUSKY 3PC IMPACT ACCESSORY 0100 07701"7760 0,0010,0005 1.0000 EA $ 4,97 $34.E7
SET
HUSKY 11 PC: 1/2"IDRV SAE DEEP IMP 00006371070000100005 1,0000 EA $62.07 $62, 7
ET
Purchased b . ' UE0T01TAL $165.,;3�a
Customer 00102' TAX $'11,12
$1016,47
61Lt T0`1
Aca,t 6095 32'13 3241 G256 Amount Due: Tran NDste: DUE IODATE. 1,nvu,,rkr.
KOCH CORPORATION 5 5122
$23, t3 ,., 02% 24...
C t 2825 � Store-
PRODUCT �
KU 0t QUANTITY UNIT PRICE TOTAL PRICE
GEE SIL II C7 CLEAR 10,1 C__ OOD362a460100200003 1.01000 EA $10 10,I7" .,
GE SIL III W&D CLEAR 10,1 O: 010003626460000200003 1.0000 EA $10,59 $10 016
Purchased by: E«UU"TCTAL —. ."_ 2,1, 6
Customer . 00101 TACO $1,032
TaCS—TA L $20 26
myhornede otaccount< 1532
P 10 f 36 1-6010-0305.7363(TI7Y'711)
INVOICE DETAIL
Fis"i +'c.r�r irr,,,tidal Fk:.a.t`rua1�4;
r
BILL 1C7: Amount Dw Trans 43 tw, DUE DATE: IIr+v1::"'"ICe �
Ar r t, 6035 1225 32 411 6256
KC1CI-I CORPORA IION _ � 1610514
$80,1 02129�1.4
O: 2829t r
PRODUCT 1SKU CIU NTITY UNIT PRIG TOTAL PRI
._.. ..._ .�w
1� "X,OT`WISfE"ff L POLP LY r1(X3C�38581301001t13O3OO(C34 I.0006EA 24.97 24 97
ROPE
112"'X 5C1'TWISTECI NYLON/POLY C'3GC1C1385813C0003C10004 1,0100C1 EA 24,97 24,97
ROPE
1 r2"�X:507 ISTELI N'YLCIN/PC7C.l( GD000385813C0001300004 1,0000 EA $2d4.97 $24.'97'
ROPE
Purchased by, BRIAN CHRISTOPHER U SUBTOTAL� 74, 1
C*uU tom r , 000,91 TAX $524
15"
TC�'TAwL 89
13M14 CC): Amorv� �)I �U�„ire r`a"
K et ( r4�16035322532416256
225 T 416�r?ft9P;3 Wr4t IwN� t Trains t L TA;
.�.n._ ,�� 8023011
350,65 _ 02/29/24
RCS: PRESENT Star » 6313, KEY EST,FL
3-
-.j PRODUCT 84CU# QUANTITY UNIT PRICE TOTAL P RIC
ROUGHNECK 32GAL WHEEL TRASH 0001C1185722(�0004 0006 1,0000 EA w34.97 34.97
OAN BILK
RID ID SMALL DUST IBACS TILT-SIZE 0010044011290001400005 1,00 EA $118.97 ` 18.97
G
RI[)GID SMALL DUST BAG HILT-SIZE 000044912900101400006 1,0000 EA 1&97 $18,97
C:
DIA.BLO 10""X3d32'lX5P8'MTL C/OFF O19303170,000,0700,004 1moo EA 6.57 $&57
C11SQ
DIABLO 9 8/1:01'PI BI-M THK MTL 5PK 00100�4000850000700003 1.0000 EA 19�, 7 ` 19.97
D1 ABLC16"° 14/181"PY BI-M MED MTL 000031669800,00700003 1,M)O ILK $14,97 $14,97
5PK
TOOLBOX WHITE RAGS 20OCT BOX 19(315466 70001C7C10005 1.C1fJ00 EA12.'98 $12,.98'
TOOLBOX WHITE RAGS 20OCT BOX 100,16,4662700010000,05 1.000110 EA $12,98 $12.98
RIIL1(31L1 NXT 6 GAL WET/DRY VAC 10934 30744000 1 4CUC 112, 1,0000 EA 69.97 $69,97
HUSKY'420 CONTRACTOR 0000690969000040(003, 1,0000 CA '24.97 $24,97
TRASHBAG 32P'K
HANDY PAINT PAIL LINERS 6PK 0056457I300(X)700023 1.000? 9 BA 4.78 $4,78
CUFF DEEPWOODS MOSQU1IIT'C1 00 779164 0001'C30025 1.0000,,EA $6.97 $8.97
RPLL,NT 6O
SGOTCIHBLUE 1,41 SHARP LINES 10061445,68000,0600010 1,0000 EA $22.88 $22.88
3PK.
" STR ULTIMA.X3 2,0 THN AOL SASH 1 00548 1 249C0007C0002' 1.0000,EA 113.47 $13,47
AP
WS'T.R ULTIMAX3 2.91"THN AGL SASH 10054811249000,11700002 1.0000 EA $13A7 $1 w3,47
AI
SPRAYWAY GLASS FOAM AERO 100134066640000400004 0004 1,C1()OO EA $3,68 $3,68
230
SPRAY' AY GLASS FOAM AERC1 1003406664 4 004 1,9C�9(�EA 3.68 3.68
23°('
HANDY PAIL 00003621730 79(1Q23 1,0000 EA 9,97 9.97
HANDY PAIL 000036217,40000700 3 1.0009 EA $9.97 9.97
Purchased by: E'MM NDORFER KIRK SUBTOTAL
,. ...�., $ 2619
C u tonne ; 04190 TAX $24.46
rnyhorrledepotarcoun 1533
Pepe 21 of 36 1w800-395 7363('TTY':7'11
INVOICE DETAIL
BII L TO _
Met 6035 32 3241 A2,56 Amount e: Trans Da DUE DATE:! n v0i'c'41f
E6.16 02/2E124
6 ,..w.- _..._ _.
PRODUCT SIKU A OUAwNWITITY' UNIT PRICE TOTAL PRICE
w3 1OX2 .5MI CsLR PLSC�T Sh�1EET2PK 00004323500001000010. 10000 EA $24.98 $24.98
3M DUCT TAPE 1.66IN X 55YD 2PK 100784 01200005C10004 1,00,00 EA $111,98 $11.98
Purchased by: MICHAEL Tt1OMAS U °C' T,AL......._ .. .m, 3 . 6
Customer C 00040 TAX $2,22
TOTAL � ..� � 29.18
Aec1 6�035,32253PA1 625 mount Due Trams Dalw DUE DATE:
KOC H CORPORATION 5023411
526,63 020,9124
Pub; 262,..�, tuur 61 ,ICE.YWhPES'T, FL.
PRODUCT SKU QUANTITY UG3'llIT PRICE TOTAL PRICE
1D I..IARDWWOOF FLOOR AND MORE 1009179300,000,04000016 1.0000 EA $6,97 $6,97
.n REFILL
r"' I.1A,RDWWOOF FLOOR AND,MORE 10091793000000400016 1,0000 EAe $6.97 $6 97
REFILL.
TUBOTOWW'ELS HD"WIPES CITRUS 100187E s22C1000400031 1.00100 EA $14.98 +14.96
3IT
LIIUCOLN 125HD WIRE FEED 0000 6015 CD0015u7C3C.3'CI4 1.000 Erb $449.00 TA45'. Cp
WELDER
HARDWOOD FLOOR AND MORE 100E17E2990000400016 1,0000 EA $11,97 $11,97
MOP
Purchased by- C31,DGEL MA W/WELL §UBTC'T' 1 48 9 69
Custom r ; 0002'0 TAX $36.74
BILL I'O7
Acc,i, 6095 3225 3241 62,56 Amount Duce. Tr an e: DUE DATE: frf"V ,Ic k;
KOCH CDORPOI'1'AT ION 452 »i
260.27 62125124
PO 265*2 WEST, FL
PRODUCT SITU t1 QUANTITY UNIT"PRIOR TOTAL PRICE
T�,RE SISNT"SPRAY 10064462040000400'004', 1.00410 EA 5.25 "6. 6
E .M1*6E...22 .............................................................................................................................................................................................................................................................................................................................................................................................................................................
DA,'u+WNOR28 1001 0516700013400,0104 1.0000 EA 5.47 $5,47
UTAI LO 4 112`40G STL DEMON 000 2I 00713000017C30004 1,0000 EA 8 97 $&97
.......GQNIGAL ....
2`EP PRO HIG1,1 OUT SPRAY BOTTLE 10029686780000400004 1,00010 IEA $4,9 4. 8
DIABLO 4.112'°40G STL DEMON 0000260071300007`00004 1.0000 EA $8.27 $8,97
CONICAL
I.DX 2PLY PAPER TOWEL 12-24 1C035206470 400022 1.0000 CA $19 9
LINiCOLN':WWEL,DER'S MATADOR MIG 000019332600011,900018 1,0000 EA $21.45 21.45
PLIERS
SCOT HBLUE1,41"2U2'C36PK 00002135160000500010 1,00100,PK $3,4,98 11449
LINC OLN AUTODARK WELD HELM 1002759174001,01600018 1.0000,,EA $149.00 $149 00
�011 LENS
Purchased by: OUCDGEL MA.XWWELL SUBTOTAL $260,8
Customer#: 00090 TAX
� I, �� aµkuc, e�an1 1534
Page 25 of 36 1-800.3 5.7363(TTY:7 tl 1)
IPT J�'� C,4;z��uu7a^rcryar�l�c1.r rTGa:rfi
INVOICE DETAIL
BILL FD�
Arrtc::t 60 35 3225 3P416256 Amount Due-. TramsDato: FDUE DATE. VIp`,'rxAa,,,e ff,,;
K00F,l CORPORATION N1
$197,90 02 29124
92
PO: 2829 tore:
PRODUCT SKU# QUANTITY UNIT PRICE TOTAL(PRICE
EZ TWI T-N-LOCK 78, 100 PK 1 45a769 400003 00111 _... . ._ .1.i� Cb .. 98 � 7 98
MAK IMPACT XPS SET 6OPC 10047676790000700009 1.0000 EA $3T97 $37. i'
MAK IMPACT XPS 1"S02 5PC 10047577270000700 09 1.0000 EA $6 97 $6.97
MAK IMPACT XPS 1° SQ2 5PC 1004757727001007001009 1.0000 EA 8. 7 $6.97
MAK IMPACT XPS 1"S02 5PC 10047577270000700009 1.0000 EA $6,9,7 $6.97
HUSKY 25MM SERRATED SNAP 100830756100,001 00006 1.0000 EA. $4.47 $4,47
BLADES 5PK
EZ TWIST-N-LOCK 76, 100 PK 10045789240000300011 1.0000 EA $27.98 $27.98
HUSKY 25 MII SERRATED SNAP 10083075 '10000100005 1.0000 EA $4.47 $4.47
BLADES 5PK
CDkSCOUNT 0000110000000100000005 1.0000EA -$7,04 .$'7.0,4
HUSKY 25MIM:SERRATED SNAP 1 00830756 1 0000 1ODO 7OO6 1,0000 EA $4.47 $4A7
BLADES 5PK
HUSKY 25Iw1M SERRATED"SNAP 10'083075810000100008 1,0000 EA $4.47 $4.47
BLADES 5PK
Er HUSKY 25MM SERRATED SNAP 1010,83076610000100006 1 r 000 EA $4.47 $4.41
r1r BLADES 5PK
Ln HUSKY 25Iw1M SERRATED SNAP 10083075610000100006 1,0000 EA 4.47 $4,47
Cr E
Ln C3REAT STUFF GAPS&CRACKS 00001381420000400(*5 16 0000 EA $4.38 $70.08
120Z
° DUD I cD 0aD0 D Oa 0a 05 1. 00IEA...° $18,00... $1&00 ....
Purchased by:: Ul TOTAL _... _w.. .. $186,70
Customer#: 00091 TAX $11.20
__
TOTAL $197.90
[3111,T4l
Acc: 6035322532416256 Amount Due: Trans Bate: DUE DATE, fj nv6;;:U Vc 14,
KC,DG.,N-1CORPOFIAHON 4626125
$149.28 02,729124
POD: 2856 Stow
PRODUCT rKU# QUANTITY UNIT PEACE TOTAL PEACE
HUSKY TI CS WFINCH 112° UH 0-250 000056446400001 OCDC.DCDS 1.C7CDtbCD EA $94,97 $944,97
FT LB
ENERGIZER MAX AA 36-PACK 000055347'10003800002 1.010 10 EA $20,87 a2037
HUSKY TRo W RNCH 1/2"' ILDR 50 250 00005644640000100005 1.0000 EA $94,97 $94,97
FT LS
DISCOUNT 00000000000000000005 1,0000 EA ®$35.00 43.":i.00
DISCOUNT 000000030000004700005 1.0000 EA - 55,00 -$35.00
Purchased by: 08TOTAL _ ....a. ...�... $140,81-
Customer : 00078 TAX $8,45
TOTAL . . 149.25
S51LL.I"cD.
._. ._
ACCL 6055,^3P25 3241 6256 Amount Due: Trans Date-. DUE DATE: k l u lti ft:
$83.54 0"2P2S124
PO: 356 tar
PIRODUCT SKU# OUANITITY UNIT PRICE TOTAL PRICE
5 GALLON PRESS N POUR DIESEL 10039118400003700004 1,0000 EA $29.97 $29. 7
CAN
c orltinlied q',>
. P 27 of 35 rr yhomeclupota count'c 1535
1-800:395a 7303 QTTY:
INVOICE DETAIL
N1IrrC'�iu� o �°.
8024368
wnfimled
PRODUCT SKU# QUANTITY UNIT PRICE TOTAL PRICE
�CUCDLILAR R'IC3H"i`;� 100020000700009 1 000 FA ��.��. 1 $ .
9.1
ATTACHMENT
Purchased by, BMMENDORPPR KIRK
ustomer#. 00100 TAX .65
fd-fAMC $93,93
..
8I1& `GCS:
Acc1• 6035 32253241 6256 Amount Due: Trans Date: DUE DATE. Pu�saC IIt � 1�:
. .. 6N 34410
K 7&'1N @ C.> �' f'1"'ESN 02/2.9/1 4
761.34
P0 2852 Stare-, 6313 KEY WEST, FL
PRODUCT __ SKLI NtUANTIT"Y ......rvUN IT PRII T.T L PRI
N�IYC3a 1Cy IN. 16AN�IP TABLE SAW 1CUCU44181i ro3i7CaC1C1965036# � 1.0C313µCy EA 32r*1.00 3213.00
r.r STAND
rlu DIABLO 10"84T 00008336610000700006 1.0000 BA $69,97 $69i,97
Ln LA' INArT"L
r [TIA C3LCD 1C7"„ 4T
238.28rr jt. rTTB BIG GAPS 1CC3tI36433CC41CCCa 4.00 BA aJ 67
... ..... ..... oW0. 3M1 '087MB88
LAMINATE/ALUMI[NUM CGB
Purobas d by: r3C,UDGEL MA1CC47 ELL guiToTkc 7C18.2°2
Customer#Ur O10090 TARN 83.12
Aoxt 6r�3532�2,5 32416256 Amountu Tarn gut ; DU DATE:
KOCH CCaRP01.:17A 1 ION 7034723
23.41 C 2129/2.4 .._.
P>C . ttrua 831 3„ KBY I S'1 PL
. ._ �.�
PRODUCT KU �� + UANTITY �LN�NIT PRICETOTAL L PRICE
tl�K 6_ �"1kLT TP�r4° Eyl"I°ib� 1iCrr�194887��"Ul' 77t,�016rJ 2 ".Ch601J E A 4. 7� 4. 7
MKP.COBALT 7/84"' PIT IPC.f 110012 4887'C>000700002 1,00,00 BA ' 4.27 4.27
SI'.')RI.SC1RW ZNC PHL PAN #6 X 1 Q C1C7C.1C.13C34Ua4 00300028 1.CIS oO EA $8,98 8 68
1,010'PC
MKP COBALT TU'64, BIT 1 P 10012'�148870,0007000,02 I.00CUCU BA 4,27` 4.27
Purchased by: BI"7MENDTORPPR KIRK �IF3Tt�Ta�L
Customer#U. O70100 TAX $1,62
T+-TAL. .. � . .. , .41
BIG,L'1`S1
Acct 6035322532416256, Amount Due. Trees Bete: D DATE:
h��,�� � p,r, s f
KOGFrI r OriPORATIC)N ' 6513031
$168.69 CU2d21324 „�
PO 2829 store, _
PR DUCT N IU#k OUA TITY LUNIIT PRICE TOTAL PRICE
GOOF O ALR -OL 1-202 000,058261600034000031.000fi 'A � '7',97� 7'97'
MAGNET PICK-UP TOOL'S#PULL 1PC:" C3000,381631C3C10030 31 1.0000 PK. 18.88 $18.88
HUSKY'I PCs 3/8'LIRV I'"M LTPBP 00006347140000100Qr?6a 1 0000 EA $29,97 $29,97
SKT SET
PCB LAI3 AP PREMIUM PW 128OZ 10083152300000400027 1,00,010 GiA $14,28, 14.28
I C OLAB AP PREMIUM PW 128OZ 10083152300000400027 1.0000 GA $14,28 $14.28
GOOF OPIP AEROSOL 120Z 000068 61 r00034C1C'1003 1.0000 PA $7.97 rT97
HUSKY 42G C OlN"1' iA "I"0R BAGS OOOCQ670000000400003 I.00001 EA $29.97 $29.97
504CT'
myhornedepotacco un 1536
Page 33 rat,36 1-800-385 7363(TTY'• x � �1
��d14uv1tY, ��
VNu ✓Fhi P'nl�� INVOICE DETAIL
"a:r,bPPXVC'YN"„'Cbal d"hf'..om,nt
N If0� 99YoC4?A
2033266
uwo„711t1114lm�a�l
PRODUCT SNOUT QUANTITY UNIT PRICE TOTAL PRICE
ANVIL PCA-STIC PUTTY KNIFE I - 100464404 a>0003 67070 2 �I. 00-E�EA .18�� 1.18,
AWT
ZEP INDU T SPRAY BOTTLE 48OZ 10047129830000400004 1,0000 EA $ .98 $6, 8
ANVIL PLASTIC PUTTY KNIFE 9 IN- 10046440450003700002 1 0000 EA $118 $1,18
AWT
9 IN Ned ROLLER FRAME tORG 00004183120000700023 1.0000 EA $4,48 $4A8
HINDLE
SCtOTCN16LUE 1.88 2090 6,P'K 00003601990000500010 1,0000 PK $39.48 MA8
ASAP ULTRA CLEAR 10,1 OZ,ALL 00002846970000200008 1,0000 EA $13.98 $13,98
PURPOSE
3M$AN9DING SPONGE MED 1PK 10071529900003800005 1 0000 EA $2.98 $2.98
BEST 9 X 112 IN$NEIOLECSS KNIT 3PK 100138741700O070001 1,0000 EA $11,98 $11.98
Purchased by: GU1OC L MA ' ELL ii—U6 TAL .n $98,6
Customer#. 00090 TAX $7,39
TOmTAL , 105, 7
ni
Ln t111..1.TO:
Er ArcLLn 1 5P d6 3 1'm�N 296 Amunt Due: Trams Date: DUEDATE: U�u� oI�,r1
$1 .36 03f31/24 C1 ^I53
48
Pi: 2829 8tmrr .
PRODUCT SKUl# QUANTITY UNIIT PRIICE TOTAL PR'NCE
1200-"A+A"1"TCO$CILLATNNta 10097295490,00230000,5 1 000069,98 �139.98
PARABOLIC NEAT
1200-WATT C1 CILL.ATIN13 10097295490002300005 1.0000EA $69,98 $691.98
PARABOLIC NEAT
Purchasod bym aUSTOtiTAL $'119.9 i
Customer# 00091 TAX $8.40
TO?TAL�-`.... -'
$'148,3�a
C3Ii1.8..'T"Y')"
Aria. 60353221,3241612156 Arnaluint Due. Trams Otrm'ty CLUE DATE: k s1, ,Ii d N
KOCN GaORPa11=1ATION
$115 41 03J31124 1023260
6 2845 tore,
�.._.....��, I I t CETC°tA� ...
00 558� � 7 -RlC0
ZEP PO Y BOTTLE 32 00255820004 C 4 OOOgCA $3,98 $3 93
4:,Y251. E 881430001'3OW04 I.1m11� $ .1...
ZEP PIRO CPRAY BOTTLE 320Z 000025585±20000400004 1.0000 EA $3,98 $3.98
ZEP PRO SPRAY BOTTLE 32OZ 000025585 OO 0400004 `I.0000 EA $3,98 $3:98
ZAP PRO SPRAY BOTTLE 32OZ 00002568 a 00 0400004 1,00,00 EA $3,98 3,98
ZEP PRO SPRAY BOITTLE 320Z 00002558520000400004 1.0000 EA $3,98 $3,98
Purchased by: UBToTAL108,A6 u
Customer#, 00094 TAX $6,53
TOITAL 5a 4�
myl,omedg>Ot oount.1537
Page 27 of 48 1.800-39,5w7363 C,.I""TY.71 1
INVOI
CE DETAIL
' y 6w;',:xeolllil,tlr,lli€ i..i uY4 I' 1.
G' D"rtVrW�1C1
PRODUCT EKU # r UANITITY UNIT"PRICE TOTAL PRIG
21'COARSE DRY WALL SC5RE '5 LE 00,007574550000300010 ..,. -'_1.0000 EA $1,�a�38 --�j 5 96_
Purchased by: 1 UBTCUTAL.......... $313,09-
ust+ mr r4, 00104 TAX $15,13
TdTIAL �..-$32722
BILL TO:
Acct 5035 9225 334 1 0:355 Amount 13uw Trans mtu, DUE DATE, h Krr,m,,.oKOCIl CORPORATION
$ 3.1 U3 0 313 1424 523596
PO' 85 torw 313, KEY WEST,FL
PRODUCT SKU# QUANTITY UNIT"PRICE TOTAL.PRICE.
3M EICTFTEMiITH 'L C1 U3UCTTAPE 171430 '1420105Gb0C3Cb4 1,0030 EA $10,75 $10.78
30YD
cr 3M EXTREME HOLD I0UC,3T TAPE 10078430 10000500004 1.0000 EA $1018 $1078
ni 30YI
Ln
C'r
Purchased by: GU'LICTEL MA, WELL. �L1�T UTAL $ 1.55
Customer,1t, 00090 'TAX
$1.5
i
Acd: 6035322532416256 Armuuimt Duu; Trams Dat . DUE DATE. hn'vorce &r
OCH CORPORATION
$100,57 � 03/31424
T07 2856
PRODUCT S U!# CUiANTTTY UNIT PRICE TOTAL PRICE
SCL:7TCHU3LUE 1. 3" 030 5P'IC C" C133TaQ13'3oC7Clors"oPJC�10 i.001C1T1 PIS 33. 3 �33.43
1..A5 L1T10 SPIN 0oao 000,0 P. ................................................................................$30 45..
EP PRO SPRAY BOTTLE 32OZ 00002E68520030400004 1,0000 EA $3,98 $3,98
'.EP PRO SPRAY BOT'I'LE 32OZ 0000 5585 00004000'04 1,0000 EA $3, 5 $3.55
ZIP PRO SPRAY BOTTLE 32OZ 0000255852000040100104 1,0000'EA $3.55 $3,98
;CEP PPC1'SPRAY BOTTLE 320Z C)000 5585 0000400004 1,0000 EA $3.33 $3m
PuraUlaaart y. 9UTC,yTA 55
Customer#, 00'094 TAX $5.513
fOTAL. -- 100 67
CULL,TO
Acct 6(Y35 3225 324'1 6256 Amount Due- Trans IUat » DUE DATE:
KCCI 1 r1,'ORPOnATUCU 1 � 5 66'
$ �E.13 0,1131l34
854
PRODUCT'TAPCCI� 114 1-3/4'STAR FLAT 10057527120000300020 1 0ANTIT'�' UNIT PRICE TOTAL PRICE
SITU 4 OU
HD,75PI
�. �
Purchased by: UBTC3"TAL 2T47
Customer ,. 0009 TAX $1.5"
TCSTAL $ 9,t mm
myhomede otaccou 11. 1538
Pala 35 rt 45 1-500.355-7353(TTY:7'11)
COR-4
Requested Approved Not Approved
Labor $ 1,201.25 $ 1,201.32 $ (0.07)
Hotel and Per Diem $ 500.00 $ - $ 500.00
Material $ 2,107.62 $ 1,891.80 $ 215.82
Subtotal $ 3,808.87 $ 3,093.12 $ 715.75
Sales Tax On Materials $ - $ - $ -
2.61% Insurance $ 99.41 $ 80.73 $ 18.68
5%Overhead $ 195.41 $ 154.66 $ 40.75
5% Profit $ 195.41 $ 154.66 $ 40.75
Subtotal $ 490.23 $ 390.04 $ 100.19
3% Bond $ 128.97 $ 104.49 $ 24.48
Grand Total $ 4,428.07 $ 3,587.66 $ 840.42
With the provided backup Monroe County will approve the
highlighted amount of$3587.65
1539
Change Order Request Summary 13 TOWER
Strong Tower Construction Contract will be Increased by this Change Order: $ 4,575.00
1901 South Seventh Street Contract will be Decreased by this Change Order: $
Louisville KY 40208 - 1605 Version= January 1,2024
January 4,2024
Project Name Monroe County Detention Center Window Replacement Strong Tower Change Order # 4
Project Number 2852 Key West I Florida(FL) Client Reference PCO # 2852-04
Change Order Title Change to Interior Pick Proof Caulk Oontract Time Extension Work Days # 2
Description of Work: After completing the interior caulking of the 1 st dormatory"E",the County they wanted a pick proof caulk to be used on
.....................................................................................................................................................................................................................................
the interior of the openings.Thus pick proof replacement caulk was ordered and shipped to the job site.
............................................................................................................................................................................................................................................................................
Removal of the originally specified caulk was required prior to installing the new pick proof caulking.
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
Labor Description Labor Base Labor Premium Rate Labor Rate Total Hours Total Labor Cost
Classification Rate($) 1X 1.5X 2X ($) ($)
Remove interior caulk from openings Glazier $ 54.00 $ 66.74 9.0 $ 600.66
.... ...................... ............ ............ ............. ..................... .......................... ..................................
Recaulk openings Glazier $ 54.00 " $ 66.74 9.0 $ 600.66
................................................................................ ............................ ...................... ............ ............ ............. ..................... .......................... ..................................
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
A. Labor Summary (including Fringe and Burden) Total (A) $ �1201 32
.
B. Equipment Rental Total (B) $ ^0~$z.81
C. Trucking (Truck and Trailer) Trips to Site= 0 Miles One Way= 30 Total (C) .$.............. 150 .
..............
D. Other (type Description of item) Total (D)
....................................
E. Other (type Description of item) Total (E)
..................... ..........
F. Hotel and Meal Per Diem Total (F) $ 5
Pick.proof caulk.......................................................................................................... Material Subtotal 1 $
:..p .......
Pick roof caulk Material Subtotal 2 _$ 921.42
Material Subtotal 3 $ m
..................................................................................................................................... ............................
Material Subtotal 4 $
..................................................................................................................................... ............................
Material Subtotal 5 $
..................................................................................................................................... ............................
Material Subtotal 6 $
..................................................................................................................................... ............................
Material Subtotal 7 $
..................................................................................................................................... ............................
Material Subtotal 8 $
..................................................................................................................................... ............................
Material Subtotal 9 $
..................................................................................................................................... ............................
Material Subtotal 10 $
G. Material (Tax is included if a non-exempt job) Total (G) $ 891.80
...................................
H. General Conditions Total (H)
��/II I s"� II'u'a:u'll''iil m-4�:";vl.;�l'rh ....................... ...........
I. Worker's Comp,General Liability Insurance x 2.61% Total (I) $ 1 2.47
...................................
J. Strong Tower Overhead x 5.0% Total (J) $ 20 42
�u "aG.7";ITl
K. Strong Tower Profit x 5.0% Total (K) $ 211. 9
...... ..................
L. Total Total (L) $ 4,441.2
M. Subcontractor Tier Cost I IA&4 �q ....
Total (M)
N. Subcontractor Tier Markup x 0 Total (N) $.........................
O. Sub Total (A-N) $ 41.23
P. Bond x 3.00% Total (P) $ 133.i
O. Grand Total (A P) $ 4;575y00.
Project Manager-Robert Yount Prepared By Signature: 1`Obevt yol_wt
1540
Printed Last= 2/27/2024 2852-COR-04 Replace with Pick Proof Caulk-Final BF Revision 1.xlsx
TRIKO SUPPLY 100Phone:812-945-1595
244 VINCENNES ST FAX: 812-9451555
NEW ALBANY, IN 47150 INFo(a)TRIKO SUPPLY.COM
PO BOX 1:316 NC='.WALB�ANtiY"M 47151
BILL TO: Invoice #
STRONG TOWER CONSTRUCTION,LLC 13803
1901 S.7TH ST.
LOUISVILLE,KY 40208
SHIP TO: Date Sales Receipt#
STRONG TOWER CONSTRUCTION,LLC 12/11/2023................... �����
1901 S. 7TH ST.
LOUISVILLE,KY 40208 P.O. Number................ Te.rms...................
Net 30 No Discount
......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Item Code Quantity U/M Description Price Each Amount
TR..DY F.C..S.A.U..HARTGR.E. 90 ea *ASTM C290 TYPE S,GRADE
.1N.S'. 9.99 899..1.0....
CLASS 35,USE NT,M,A AND O;
ASTC C1248; SKIN TIME 1 FIR;TACK
FREE TIME 3-4 FIR
FREIGHT 71.28 71.28
.......................................................................................................................................................................................................................................................................................................................................
Subtotal $970.38
Triko, Inc. has no return policy; all sales final. Triko, Inc is not
responsible for misinterpretation of unit size. All products are Sales Tax (6.0%) $0.00
priced per iterm and gallon. All quotes are plus freight which
will be determined after shipment.
Total $970.38
Payments/Credits $0.00
Balance Due $970.38
1541
REMIT PAYMENT TO: Invoice 26548215
TQL5PO BOX 634558 Date 12/28/2023
CINCINNATI, OH 45263-4558 Page 1 of 1
TOTAL QUALITY LOGISTICS (Please reference#26548215 when making payment.)
PICKUPS
STRONG TOWER(12/12/2023)
Bill To: DROPS
MONROE COUNTY DETENTION CENTER(12/14/2023)
STRONG TOWER CONSTRUCTION, LLC
1901 SOUTH 7TH STREET
LOUISVILLE, KY 40208
Salesperson ID Customer ID Trailer Type Trailer Size Payment Terms
Alexis Klepec 11101867 Van Or Reefer 48 ft or 53 ft DUE UPON RCPT
Rate Type Hazmat Load #of Pallets #of Cases Weight
LTL No 1 0 223
Quantity Customer PO No. Description Rate LIOM Amount
1 FREIGHT 847.42000 Flat $847.42
1 LIFT GATE PICK UP 74.00000 EACH $74.00
Pickup:Strong Tower
Qty:1 Pallets,LTL
179180-10,Class:65,223lbs,31IN X 30IN X 181N
Chalking
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portal, TQL TRAX Visit or Click TQL.com/TRAX to learn more.
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via email or fax
WE SUPPORT THE CREDIT INDUSTRY BY REPORTING ACCOUNTS RECEIVABLE INFORMATION DUN&
BRADSTREET,ANSONIA CREDIT DATA,THE BLUE BOOK, RED BOOK, COMPUNET, &EXPERIAN Total IUSD $921.42
THANK YOU VERY MUCH FOR YOUR BUSINESS Amounts not paid within 30 days of the date of
ANY QUESTIONS OR CHANGE IN ADDRESS. PLEASE CALL US AT(513)831-2600 the invoice are subject to a 1.5%monthly finance
OR VISIT US AT WWW.TQL.COM charge.
TIN
—RTB B .17A
Platinum
TranSporlation
In terniediaries Performance
ce
Association Program
a
M'EMBER MEMBER SINE 1 ranSIOP1,eltion vith Confde1'dtae4 ,00MXXXX AA
20231219-59
1542
CO R-5
Requested Approved Not Approved
Labor $ 3,972.53 $ 1,868.64 $ 2,103.89
Hotel and Per Diem $ - $ - $ -
Material $ 7,131.80 $ 5,987.00 $ 1,144.80
Subtotal $ 11,104.33 $ 7,855.64 $ 3,248.69
Sales Tax On Materials $ - $ - $ -
2.61% Insurance $ 289.82 $ 205.03 $ 84.79
5%Overhead $ 569.71 $ 392.78 $ 176.93
5% Profit $ 569.71 $ 392.78 $ 176.93
Subtotal $ 1,429.24 $ 990.60 $ 438.64
3% Bond $ 376.01 $ 265.40 $ 110.62
Grand Total $ 12,909.58 $ 9,111.63 $ 3,797.96
With the provided backup Monroe County will approve the
highlighted amount of$9,111.63
1543
Change Order Request Summary 13 TOWER
Rtr- ng B-Ter o- nstr%Ri- n o-ntraFt Ti(ae knFreased cl this o hange Crder: $ 12,910.00
1901 R-Wh ReDanth Rtreet o-ntraFtTire, eFreasedcl this o hange Crder: $
L-WsDQKY6 40208 M1V05 Aersi-n= janvarl 1K2024
January 4,2024
Pr-14R rrav a Monroe County Detention Center Window Replacement Rtr-ng B-Ter o hange Crder # 5
Pr-14Ft m✓v✓cer 2852 Yel West I yOrida(yL) o@nt ueferenFe PoC # 2852-05
o hange Crder Bit® Exterior Flatstock Trim -ntraR Biv a EStensi-n W-rl , al s #
esFrikti-n-f W-rl: o Cu f-r vmnf-rseen F-nditi-nx
.....................................................................................................................................................................................................................................
Bhe neT Tind-Ts designed cl p-kes as ker their T-rl ing direRm Tith the o-vmntl kr-dwFed a Tind-T that is 1 M/4 inFh Tider in frav e Tidth than the eSlsting
............................................................................................................................................................................................................................................................................
T ind-TsxBhe e8tra Tidth F v tined Tith the sOked F-nditi-n-f the eSlsting eSteri-r-f the-kenings Favmsed a F nditi-n that F\AO n-t ce FOsed cl FavZing
............................................................................................................................................................................................................................................................................
-nmxBheref-re it Tas neFFesarl t- kr-Ode an eSteri-r f(5tst-R t- FOse the gaks at the head and si(MBhis Tas n-t kart-f the-riginaCEF kexlf Tas n-t
............................................................................................................................................................................................................................................................................
identified in the o-ntraR draTings-r the sh-k draTings designed cl p-kes f-r the o-vmntl xRtr-ng B-Ter t--I iv v ediate steks t- get this-n-rder f-r the
............................................................................................................................................................................................................................................................................
sal a-f n-t sOTing the Nc kr-gressx
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
Lac-r, esFrikti-n Lac-r ase Lac-r Prev ivmv u ate Lac-r u ate B-ta(Im-vvs B-taCLac-r o-st
o(5ssifiFati-n u ate(q) 1$ 1)5$ 2$ (q) (q)
Instal Flat Stock Glazier $ 63.00 " $ 77.86 18.0 $ 1,401.48
................................................................................ ............................ ...................... ............ ............ ............. ..................... .......................... ..................................
Paint Screw heads Glazier $ 63.00 " $ 77.86 6.0 $ 467.16
................................................................................ ............................ ...................... ............ ............ ............. .......... .... .......................... ..................................
.....
$ $ ..
$
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
.................................................................................................. ......... ................. .....................111111"st............................................................................................
eld Superintendent Superintendent $ 70.00 ..
$ $ $
$ $ $
$ $ $
$ $ $
r ...... ............. ...................... ........................................................................... ............2 ......................................................2............. .....................................1 ............
Froleo..Management Frofeot Managen $ 240.00 .. .. �40.00 ...0 $ 400.00
$ $ $
Hx Lac-r Rvw v arl (inFUding yringe and. vvden) B-taO(H) $ 7 1,868.64
x EXvmikv ent uentaO B-taO
ox BrvmF1 ing (BrvvR and Brai(br) Briks t- Rite= 7 i®s Cne Wal = B-taO(o) .$.........................
x Cther (tl ke, esFrikti-n-f itev) B-taO( )
....................................
Ex Cther (tl ke, esFrikti-n-f itev) B-taO(E)
....................................
yx p-te(And 7 eaCPer,, iev B-taO(y) $
Flat Stock 7 ateriaORvect-ta01 $ 410.92
..................................................................................................................................... ............. .............
Stainless Steel Screws 7 ateriaORvct-ta02 $ 01.11
..................................................................................................................................... ................ ..........
Small Tools On-Site and Tool Consumables 7 ateriaORvect-ta03 $ 1 .92
...........................
7 ateriaORvect-ta04 $
..................................................................................................................................... ...........................
Miscellaneous Material 7 ateriaORvect-ta05 $ 384.8
...........................
7 ateriaORvect-taOV $
..................................................................................................................................... ............................
7 ateriaORvect-taOG $
..................................................................................................................................... ............................
7 ateriaORvect-ta08 $
..................................................................................................................................... ............................
7 ateriaORvect-ta09 $
..................................................................................................................................... ............................
7 ateriaOR\Act-ta010 $
x 7 ateriaO(BaSis inFOded if a n-nN4Sev kt Nc) B-taO(' ) $ 131.80
...................................
px ' enera(A-nditi-ns B-taO(p)
....................... ...........
bt W-rl er1 o-v kK eneraCLiaci(DI knsvmranFe \&d( 11 n,:III $5 8 00 S 2.61% B-taO(b) $ 2..9........
82
........................
j x Rtr-ng B-Ter C D)rhead S 5.0% B-taO(j) $ 56 71
Yx Rtr-ng B Ter Pr-fit
D/II II :''"u ..u�u,. r�' a"�5 Lot S 5.0% B taO(Y) ..$ 69.. 5................... 69 ..1....
Lx B-taO I11,"�+till,',NII111�":1:" rj2050l"r B taO(L) $ 125335
7x RwFntraR-rBiero-st ,g1111:�: $ tLo.a'. @ B-taO(7)
ra RvcF ntraR-r Bier 7 arl v* S B taO(m) $
Cx Sub Total (A-N) $ I'll
, 3.56
......................... ......
Px . -nd S 3.00% B-taO(P) $ 376.
Qx Grand Total (A P) is 1'2°9'1°0':'06°°'
Pr-IdR 7 anager W-cert 6-vmnt Prekared. I Rignatvve: RAevt` ov_wt
1544
Printed Last= 3/5/2024 2852 Nb Cu M)5 yOt Rt-R Briv W inaO y)SDS
'HOFES
Windows, Inc.
December 14, 2023
Mr. Robert Yount
Strong Tower
1901 S 7ch Street
Louisville, KY 40208
Re: Monroe County
Hope's C- 53918
Dear Mr. Robert Yount:
In accordance with your request, we have prepared a change order for revisions to the current contract
scope of work.
Change Order No.: 1
Description: To Furnish(36) 78" x 2" sill flat trim and (36) 78" x F head flat 304 stainless steel trim
pcs (per the attached sketch)painted to match the window frames and loose VHB tape for attachment
(trim may require field trimming to fit).
Contract Price Revision...........................................................................ADD $5,987.00
X
Robert Yount Accepted Declined
Please note, the terms and conditions of the current contract agreement will apply to all accepted change
orders, including applicable deposits. This quotation is valid for 30 business days. If your acceptance
has not been received within that time period, the change order value is subject to review at Hope's
discretion. To avoid delays in product submittal drawings, approval and manufacturing, please provide a
timely response to the proposed change order.
Please note Accepted or Declined above, sign, and return one copy of this correspondence. If you
have any questions or require any clarifications, please feel free to contact me.
84 Hopkins Avenue•P.O. Box 580•Jamestown,New York 14702-0580
716.665.5124 •Fax 716.665.3365 •www.hopeswindows.com
1545
December 14,2023
Monroe County
Hope's C-53918
Page 2 of 2
Sincerely,
N
Ryan Russell
Project Manager
716-665-5125 Ext. 255
Email: robert.yountgstrongtwr.com
Cc: rrussellghopeswindows.com
1546
COR-6
Requested Approved Not Approved
Labor $ - $ - $ -
Hotel and Per Diem $ - $ - $ -
Material $ 15,969.00 $ 15,969.00 $ -
Subtotal $ 15,969.00 $ 15,969.00 $ -
Sales Tax On Materials $ - $ - $ -
2.61% Insurance $ - $ - $ -
5%Overhead $ 798.45 $ 798.45 $ -
5% Profit $ 798.45 $ 798.45 $ -
Subtotal $ 1,596.90 $ 1,596.90 $ -
3% Bond $ 526.98 $ 526.98 $ -
Grand Total $ 18,092.88 $ 18,092.88 $ -
With the provided backup Monroe County will approve the highlighted
amount of$18,092.88
1547
Change Order Request Summary 13 TOWER,
FtrRi. wRv er o RistrcbtiR3i o Pbtrabt v iT-I e tbreased I tl is o I an.e Crder1 $ 18,093.00
y90y F Fctl Fexentl Ftreet o Rntrabt v iT e Bebreased I tl is o I an.e Crder1 $
LRcisxiThD K 40208 WY05 6ersiRn= Vancar: 2C2023
February 27,2023
PrPAbt j a N e Monroe County Detention Center Window Replacement FtrRn. wR er o I an.e Crder m COR-06
PrPAbtj cN 1 er 2852 , e: #est Vg31da(A) oTent ueferenbe PoC m XX
o I an.a Crder WtTB Shop Drawings Rntrabt WN a EgtensiRn #Rk Ba s m
Besbri-tiRn Rt# Rrk1 o I an.e Crder repcest tRadd bRst R OR egg sl R- drav in.s tRtl e bPntrabt aN Font
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
............................................................................................................................................................................................................................................................................
Lal Rr Besbri-tiRn Lal Rr $ase Lal Rr PreN icN u ate Lal Rr u ate wRaTORcrs wRtaTLal Rr o Rst
o TassifibatiRn u ate yX YSX 2X M M
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
7S Lal Rr FcNNar: (inbT:;din. Win.a and$crden) wRaT (7) $
....................................
$S Epci-N ent u entaT wRaT ($) $
oS vwcbkin. (vwcbk and wraiTBr) wri-s tR Fite= GiTBs Cne#a: _ wRaT (o) .$.........................
BS Ctl er (t:-e Besbri-tiRn RtiteN) wRaT (B)
....................................
ES Ctl er (t:-e Besbri-tiRn RtiteN) wRaT (E)
....................................
V�B ORteTand GeaTPer BieN wRaT (Vq $
Shop Drawings GateriaTFcl tRaTy $ 15,969.00
..................................................................................................................................... ............................
GaterlaTFcItRaT2 $
..................................................................................................................................... ............................
GaterlaTFcItRaT3 $
..................................................................................................................................... ............................
GaterlaTFcItRaT4 $
..................................................................................................................................... ............................
GateriaTFcl tRaT5 $
..................................................................................................................................... ............................
GaterlaTFcItRaTY $
..................................................................................................................................... ............................
GaterlaTFcItRaT' $
..................................................................................................................................... ............................
GaterlaTFcItRaT8 $
..................................................................................................................................... ............................
GaterlaTFcItRaT9 $
..................................................................................................................................... ............................
GateriaTFcltRaTyO $
J S GateriaT(vog is inb-Eded if a nRnN4geN-t R wRaT (J) $ 15,969.00
....................................
OS J eneraTo RnditiRns wRaT (0)
1S # Rrker(*o RN-DJ eneraTLial ilt: tscranbe g wRaT (h) $
VS FtrRn. wRv er Cxerl ead g 5.0% wRaT (V) $ 798.45
S FtrRn. wRv er PrRPit g 5.0% wRaT (, ) $ 798.45
..............
LS wRaT wRaT (L) $ 17,565.90
....................................
....................................
GS Fcl bRntrabtRr Wer o Rst wRaT (G)
j S Fcl bRntrabtRr Wer Garkc- g 0 wRaT Q ) $..............................
....................................
CS Sub Total (A-N) $ 17,565.90
PS $Rnd g 3.00% wRaT (P) $ 526.98
QS Grand Total (A P) $
u RI KRcnt Pre-ared$: Fi.natcre1 R.ob YDu Wt 18,09288
1548
Printed Last= 3/5/2024 2852 Nb Cu Oy NIDR es FI R- Brav in.s W exisRn 2,%Ig
.-A 0. .p rws
—�-1 ��1 �| ����N N N��
VV|NO(�� 3�STEh4�
January 23. 2O23
Via E-K8oi|: goerge.00 nbwroonn
Mr. George Card
Strong Tower
1131 Logan Street
Louisville, h3' 40208
RE: MONROE COUNTY DETENTION CENTER - Key West, FL
Hope'sO Windows, Inc. proposes to furnish only the following material, freight prepaid to the jobsite location:
SCOPE OF WORK.- All in accordance with Hope's hurricane impact and detention tested product lines and
scope of work oa outlined hene-in:
(12) Openings; (3O)Type AUnits, containing:
� (36) Hope's Series SS30 14 gauge stainless steel fixed hurricane impact rated detention windows.
� 7/8^ Diameter and |4^x21/2"tool resistant steel reinforcing bars (Grade 4).
� O^ deep frames, front bzback
� Exterior screw-on glazing beads.
� Interior screw onglazing beads for maintenance use adding 1/8" protective Lexan at interior of glass.
(interior glazing not included by Hope's)
, Stainless steel access covers.
, Two piece steel angle anchors and weld plates for frame stacking.
� Calculations for impact over tested parameters.
r Factory glass and glazing at exterior by Hope's including 7/8" impact tested detention glazing.
Stainless steel tobe powder coated, color selected bvcustomer.
WARRANTY.-
Product vvananb/: Hope's 3-yeorwarranty.
PRICE INCLUDES:
1. Scope of work
_
Shop drawing preparation
3. Finish
' Warranty
Freigh
-.
Initials:
84 Hopkins Avenue , P.(). Box 580 , Jamestown,New York |4702-0580
7|6.665.5|24 , Fax 7|6.665.3365 ,rrrrrr.hopuyrrindorry.00nu
1549
MONROE COUNTY DETENTION CENTER- Key West, FL
1/23/2023
2 of 3
PRICE EXCLUDES:
• Federal, state, and/or local sales or use taxes • Mock-ups
• 1/8" Lexan for interior glazing. • Review of general conditions
• Perimeter caulking, grouting or sealants • Final cleaning
• Bonds of any type • Structural calculations
• Field measurements • Ballistic testing
• Protection of material stored at jobsite •
• Installation of windows, screens and/or touch-up paint • Embeds, built in anchors or misc. steel
after installation anchorage materials
• Structural steel • Finishes other than noted
• Flashing, sills or trim • Grade %composite tool resistant steel
TOTALPRICE; ..............................................................................................................................$106,461.00**
PHASE ASE(Con-tract for PH1 full submittal including any
be direct with Monroe County)calculations required and full sho PHASE 1 $15,969.00 n
drawin s for fa ncati�n �
oval
PHASE 2: Fabrication and deliveryof window frames, this balance to be trans fe''wd-tud°s"sfu°t" re,eat
Contractor awarded this project under same Hope's Contract number..................................PHASE 2 $90,492.00**
**PLUS APPLICABLE TAXES
PAYMENT TERMS:
TERMS: 15%down to begin shop drawings(Phase one price)and prior to releasing material for fabrication;
35%to begin fabrication, balance net 30 days after shipment; no retention.
Written acceptance of this proposal shall constitute a valid and binding contract between the parties hereto, their
heirs and assigns. Buyer hereby accepts the proposal and all terms and conditions stated on the last sheet of this
proposal. This proposal is subject to acceptance within 30 days from date hereon. No changes are to be made to
this proposal or any terms and conditions unless expressly agreed to, in writing, by Hope's Windows, Inc.
BUYER: Hope's Windows, Inc.
BY: BY: d Jed DuBoiZ�01
s
DuBois
National Sales Manager
TITLE: du.11bboiim Ihno ncmwiiirndow m.com
DATE:
CC: Real Time Detention, LLC
Initials:
84 Hopkins Avenue • P.O. Box 580 • Jamestown,New York 14702-0580
716.665.5124 • Fax 716.665.3365 •www.hopeswindows.com
1550
MONROE COUNTY
CONTRACT CHANGE ORDER
PROJECT TITLE: CHANGE ORDER NO: 002
Backfill Restoration Water Quality Improvement Projects
Canal#90 Hammer Point Park, INITIATION DATE:
Key Largo, Monroe County, Florida June 6 2024
TO CONTRACTOR: CONTRACT DATE: January 31, 2024
Adventure Environmental, Inc
The Contract is changed as follows:
The original (Contract Sum) (Guaranteed Maximum Price)............................................$1, 066,000.00
Net change by previously authorized Change Orders...................................................$ 277,500.00
The (Contract Sum) (Guaranteed Maximum Price) prior to this Change order was.............$ 1,343,500.00
The (Contract Sum) (Guaranteed Maximum Price) will be increased
by this Change Order........................................$ 28,000.00
The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order is......$ 1,371,500.00
The Contract Time will be unchanged.
The date of Substantial Completion as of the date of this Change Order is......................... July 2, 2024
Detailed description of change order and justification:
Additional fill material needed to bring canal to proposed elevaton to achieve proper flushing.
The amount of this change order is "not to exeed"to be verified by back up documentation provided
by the Contractor and verified by the Engineer and County
This change Order is % of the original contract price. 2.6%
Not valid until signed by Owner, Architect (if applicable), and Contractor
Gregory W. Corning "gitally signed by Gregory W.Corning
ENGINEER: Date:2024.06.07 1 0:30:1 8-04'00'
Date
CONTRACTOR: 6/6/2024
Date
SUSTAINABILITY PROGRAM MANAGER:_; June 7, 2024
Date
) Digitally signed by Kevin G.
Wilson,P.E.
COUNTY/DEPUTY ADMINISTRATOR Date:2024.06.1219:53:23-04'00'
Date
APPLICATION FOR PAYMENT 01027-Page 146 of 218 1551
Change Order Attachment per Ordinance No. 004-1999
• Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation:
Project requires more backfill than than required in estimated contract quantities
• Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No X❑
If Yes, explanation as to why it is not subject for a calling for bids:
This is a continuation of a current project under construction
• Project engineer approves the change order. Yes ® No ❑
If no, explanation of why:
• Change Order is correcting an error or omission in design document. Yes ❑No
Should a claim under the applicable professional liability policy be made? Yes ❑ No kZ
Explain:
CF,RTTFICATF QF CTTRCTANTTAT. (1 AMETInN 1552
APPLICATION FOR PAYMENT 01027-Page 147 of 218
PROTECT- CONTRACT FOR-
ONROE COUNTY/ENGINEERING PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE: Seaview Drive Bridge (#904606) Replacement Project CHANGE ORDER NO: 1
INITIATION DATE: 5/23/24
CONTRACT DATE: 11/15/22
REVISED SUBSTANTIAL COMPLETION DATE AS OF THIS CHANGE ORDER#1: 9/4/24
TO CONTRACTOR: American Empire Builders, Inc.
The Contract is changed as follows:
The original Contract Sum ........................................................................................$5,260,000.00
Net change by previously authorized Change Orders ................................................................ $0.00
The Contract Sum prior to this Change order was...........................................................$5,260,000.00
The Contract Sum is(changed) by this Change Order........................................................$21,534.39
The Contract Sum including this Change Order.............................................................$5,281,534.39
Additional time, labor and equipment was necessary for the contractor to construct a temporary guardrail system to
replace a concrete guardrail system that was specified in the contract documents. This work added 12 Contract
Days and an increase of$3,933.75 to the original contract.
As a result of delays of behalf of utility companies to remove and relocate their utility service lines to new poles, the
contractor needed to adjust their construction sequences resulting in an increase of 31 Contract Days at no
additional cost to the original contract.
The contractor needed to remove large concrete pads that were constructed to support the original bridge structures
and were not shown on the Contract Plans. The concrete pads were not discovered until entire lane demolition was
complete and removal was necessary to complete the sheet pile and end bent installations as a part of this contract.
This additional work added 14 Contract Days and an increase of$17,600.64 to the original contract amount.
The total amount of this change order is$21,534.39 and adds 57 days to the original contract.
This change order no. 1 revises the substantial completion date to September 4, 2024.
CONTRACTOR � � �� � � 06/10/2024
g,tzlly signed by Judtffi Clarke, Date
ENGINEERING SERVICES DIREC irOR Judith Clarke,P.E D,
o te:mza oe.i i 08:43:59 oaoo
Digitally signed by Kevin G. Date
COUNTY ADMINISTRATOR Wilson,P.E.
Date:2024.06.20 16:68:66-04'00'
Date
1553
Change Order Attachment per Ordinance No. 004-1999
• Change Order was included in the original contract specifications. Yes ❑ No
If Yes, explanation:
• Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
• Project engineer/architect approves the change order. Yes ® No ❑
• Change Order is correcting an error or omission in design document. Yes ❑No
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
1554
5/15/24
Mr. Clark Briggs
Seaview Dr Bridge Replacement Project
Duck Key,Monroe County,Florida
Subject: Change Order#001
A. Installation of Temporary Guardrail in lieu of Barrier Wall
B. Existing Utility Pole Conflict
C. End Bent#1 Unforeseen Conditions
Dear Mr. Briggs:
WSP has received American Empire Builders, Inc (AEB) request for additional compensation due to Installation of
the Temporary Guardrail in lieu of Barrier Wall, Existing Utility Pole Conflict, and End Bents 41 & 42 unforeseen
conditions.
A. AEB needed to use existing material from the previous bridge strengthening project to construct the
Temporary Guardrail for Phase 2 of the Construction Sequence. The sequence of construction events was
affected, and additional time, labor and equipment was necessary. AEB is requesting 12 Contract Days and
a$3,933.75 payment. This requested Time and Cost also includes a credit from the proposed construction in
the Bid documents and Contract.
B. AEB needed to adjust their construction sequence due to an existing Utility Pole removal date delay. This
Utility Pole conflict was initially brought up during the preconstruction meeting and removed at a later date.
AEB is requesting 31 Contract Days and a $0 payment. This amount of Time and Cost was the negotiated
and agreed upon amount of impact on the critical path witness by the Utility Pole conflict delay.
C. AEB encountered large amounts of concrete that had been placed to support the existing bridge.This concrete
impacted the contractor's ability to remove the existing foundations and drive the permanent sheet pile per
plan in the phase two construction of the bridge. AEB is requesting 14 Contract Days and a $17,600.64
payment for labor and equipment to complete this task.
The total amount of the work order is $21,534.39 and 57 Additional Contract Days.WSP concurs with this
additional compensation for the three requests as supported by provided documentation.
Should you have any questions,please contact me 305-393-2185.
Sincerely,
WSP
James Rhyne, P.E.
Project Engineer/Project Administrator
cc: Pomsit Chakkaphak P.E.
(Enclosure)
1555
SEAVIEW DRIVE BRIDGE REPLACEMENT
Installation of Traffic Guardrail
Detail Cost per 3 Days:
Item lUnit lUnitCost lQty ITotal I I Extended Total
1.0 Installation of Traffic Guardrail
1.1 NOI #1
AEB Personal to work installing the Traffic Guardrail
(1) Superintendent/Foreman (base rate$32.50/hr
DAY $ 415.35 3 $1,246.05 $1,246.05
+Burden 42%)
(1)Welder(base rate$22/hr+Burden 42%) DAY $ 281.16 3 $843.48 $843.48
(2) Operator(base rate$21.5/hr+Burden 42%) DAY $ 549.54 3 $1,648.62 $1,648.62
(2) Carpenter(base rate$21.5/hr+Burden 42%) DAY $ 536.76 3 $1,610.28 $1,610.28
(2) Laborer(base rate$21.00/hr+Burden 42%) DAY $ 536.76 3 $1,610.28 $1,610.28
Rented Equipment
Owned Equipment Operated
Crane Link-Belt HTC-8670 DAY $ 2,070.24 0 $0.00 $0.00
Wheel Loader Volvo L30GS DAY $ 190.96 3 $572.88 $572.88
Owned Equipment Standby
Total $7,531.59
1.2 Subcontractor
Barrier,Anchored LF $73.50 -66 ($5,855 00) ($5,855 00)
($5.,85100)
1.3 Materials
Miscellaneous (Acetylene, Welding Rods) LS $500.00 1 $500.00 $500.00
Welding Rods
$500.00
1.4 Indirect Cost, Markup
Markup 10.0 on Labor, Equipment and Material o
$7,531.59 10.0/ $753.16
(item 1.1)
Total: $753.16
Total: $3,933.75
1556
SEAVIEW DRIVE BRIDGE REPLACEMENT
Detail Cost per 4 days:
Unforeseen conditions at end bents
Item Unit Unit Cost I Qty Total Extended Total
1.0 Unforeseen conditions at end bents
1.1
AEB Personal
(1)Superintendent/Foreman(base rate$32.50/hr DAY $ 415.35 4 $1,661.40 $1,661.40
+Burden 42%)
(1)Welder(base rate$22/hr+Burden 42%) DAY $ 281.16 4 $1,124.64 $1,124.64
(3)Operator(base rate$21.5/hr+Burden 42%) DAY $ 824.31 4 $3,297.24 $3,297.24
(2)Carpenter(base rate$21.5/hr+Burden 42%) DAY $ 536.76 4 $2,147.04 $2,147.04
(1)Laborer(base rate$21.00/hr+Burden 42%) DAY $ 268.38 4 $1,073.52 $1,073.52
Rented Equipment
Owned Equipment Operated
Excavator Volvo ECR145 DAY $ 958.08 4 $3,832.32 $3,832.32
Wheel LoaderL30GS DAY $ 190.96 4 $763.84 $763.84
Skidsteer Takeuchi TS70VR20 DAY $ 320.60 4 $1,282.40 $1,282.40
Owned Equipment Standby
Crane Link-Belt HTC-8670 DAY $ 1,035.12 0 $0.00 $0.00
Vibro Hammer&Power Pack ICE 28C-350E DAY $ 486.96 0 $0.00 $0.00
Total $15,182.40
1.2 Subcontractor
Disposal of materials removed LOAD $150.00 6 $900.00 $900.00
$900.00
1.3 Materials
LS $0.00 0 $0.00 $0.00
$0.00
1.4Indirect Cost,Markup
Markup 10.0 on Labor,Equipment and Material(item $15,182.40 10.0% $1,518.24
1.1)
Total: $1,518.24
Total: $17,600.64
1557
Item Description Unit Qty Unit Price Total
Installation of temp.traffic guardrail over
1 existing
wood deck LS 1 $3,933.75 $3,933.75
4 Unforeseen Conditions - Removal of existing
foundations I LS I 1 1 $17,600.64 1 $17,600.64
Total associated costs 1 $21,534.39
1558
Equipment Description
Standy Markup Extended
Rate/Hour (O/P) 10% Rate/Hour
Hydraulic Crane Link-Belt HTC-8670 $129.39 17.50% $142.33
Vibro Hammer& Power
Pack ICE 28C-350E $60.87 17.50% $66.95
Crawler Compact
Excavator jVolvo ECR58D 1 $21.551 17.50%1 $23.70
Boom Truck IGIVIC K1500+ BB160 1 $19.761 17.50%1 $21.73
Labor Quantity Unit Rate/Hour
Laborer 1.00 HRS $ 21.00 $ 21.00
Laborer 1.00 HRS $ 21.50 $ 21.50
Welder 1.00 HRS $ 22.00 $ 22.00
Operator-Crane 1.00 HRS $ -
Foreman - Pile Driving 1.00 HRS $ 32.50 $ 32.50
Superintendent 1.00 HRS $ -
Sub Total $ 76.00
Labor Burden 42% Percent $ 76.00 $ 31.92
Total Labor for Pile Preforming $ 107.92
1559
MONROE COUNTY/ENGINEERING/ PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE: Bimini Drive Bridge (#904603) Replacement Project CHANGE ORDER NO: 7
INITIATION DATE: 8/7/23
CONTRACT DATE: 12/09/20
SUBSTANTIAL COMPLETION DATE AS OF THIS CHANGE ORDER#7: 9/14/23
TO CONTRACTOR: American Empire Builders, Inc.
The Contract is changed as follows:
The Original Contract Sum .........................................................................................$3,190,000.00
Net change by previously authorized Change Orders ........................................................ $908,298.09
The Contract Sum prior to this Change Order was............................................................$4,098,298.09
The Contract Sum increase by this Change Order#7............................................................$12,737.97
The Contract Sum including this Change Order...............................................................$4,111,036.06
Bimini Dr Bridge Deck topping developed surface level cracking during the concrete pour as a result of the harsh
environmental conditions. County staff and the Construction Engineering and Inspection (CEI) consultant requested
the contractor provide a cost associated with the preparation and sealing of the cracks with a High Molecular Weight
Methacrylate. This work is not included in the original contact documents and the cost to perform this work is
$12,737.97 and no additional days are added to the contract time.
CONTRACTORpr' 4t 06/14/2024
Date
ENGINEERING SERVICES DIRE TOR Judith Clarke,P.E. gage`aZ'oZ;06.1915:03;41-04'00'
Digitally signed by Kevin G.Wilson, Date
COUNTY ADMINISTRATOR .w ..,mm P.E.
Date:2024.06.28 09.26:30-04'00'
Date
1560
Change Order Attachment per Ordinance No. 004-1999
• Change Order was included in the original contract specifications. Yes ❑ No
If Yes, explanation:
• Change Order was included in the original specifications. Yes ❑ No
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No
If Yes, explanation as to why it is not subject for a calling for bids:
This work is to be designed and performed by the original contractor.
• Project engineer/CEI approves the change order. Yes ® No ❑
• Change Order is correcting an error or omission in design document. Yes ❑No
Should a claim under the applicable professional liability policy be made? Yes ❑ No
Explain:
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6/11/24
Mr. Clark Briggs
Bimini Dr Bridge Replacement Project
Duck Key,Monroe County,Florida
Subject: Change Order#007
A. Surface Preparation &Methacrylate Application
Dear Mr. Briggs:
WSP has received American Empire Builders, Inc (AEB) request for additional compensation due to the Owner
Request Application of a High Molecular Weight Methacrylate penetrating sealer and crack healer. The surface
preparation and application are recommended to increase the expected life span of the Bimini Dr Bridge.
A. Bimini Dr Bridge Deck experienced surface level cracking during the concrete pour. Because of the harsh
environment the Owner and Owner Representative's requested AEB to provide a cost associated with the
preparation and sealing of the cracks with a High Molecular Weight Methacrylate. AEB is requesting 0
Contract Days and a$12,737.97 payment.
The total amount of the work order is $12,737.97 and 0 Additional Contract Days.WSP concurs with this
additional compensation for the request as supported by provided documentation.WSP has taken into account
Market Area Historical Averages and Scope of the Request Additional Work when providing their estimate and
concurrence for the proposed.
Should you have any questions,please contact me 305-393-2185.
Sincerely,
WSP
James Rhyne, P.E.
Project Engineer/Project Administrator
cc: Pomsit Chakkaphak P.E.
(Enclosure)
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lollIi
AEB
6
13775 SW 145T"CT., SUITE B., MIAMI, FL. 33186
OFFICE: 305-261-9276/ FAX: 305-261-9210
June 11, 2024
County: MONROE COUNTY, FLORIDA
Project Name: BIMINI DRIVE BRIDGE REPLACEMENT
Subject: Change order proposal for coating with methacrylate.
Please see below American Empire Builders,Inc. price proposal for materials and application of 20 gallons
of Methacrylate over deck topping.
Item Description Unit Qty Unit Price Total
1 Methacrylate Coating LS 1 $12,737.97 $12,737.97
Total $12,737.97
Sincerely,
Antonio M. Gonzalez—President
American Empire Builders, Inc.
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BIMINI DRIVE BRIDGE REPLACEMENT
Methacrylate Coating
Detail Cost per 2 Days:
Item junit junitcost jQty iTotal I I Extended Total
1.0 Methacrylate Coating
1.1
AEB Personal to work installing the Traffic Guardrail
(1) Superintendent/Foreman (base rate$50/hr
DAY $ 639.00 2 $1,278.00 $1,278.00
+Burden 46%)
(1) Foreman (base rate$40/hr+Burden 46%) DAY $ 511.20 2 $1,022.40 $1,022.40
(3) Labor Skilled (base rate$26/hr+Burden 46%) DAY $ 996.84 2 $1,993.68 $1,993.68
(5) Labor(base rate$24/hr+Burden 46%) DAY $ 1,533.60 2 $3,067.20 $3,067.20
Owned Equipment Operated
Truck PickUp DAY $ 289.60 2 $579.20 $579.20
Compressor DAY $ 150.00 2 $300.00 $300.00
Total $8,240.48
1.2 Subcontractor
$0.00
1.3 Materials
Sealate w/Cobalt, Sand/ Freight LS $3,039.49 1 $3,039.49 $3,039.49
Miscellaneous (Acetylene,Welding Rods) LS $300.00 1 $300.00 $300.00
$3,339.49
1.4 Indirect Cost, Markup
Markup 10.0 on Labor, Equipment and Material (item
1.1) $11,579.97 10.0% $1,158.00
Total: $1,158.00
Total: $12,737.97
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