11th Change Order 11/16/2017MONROE N 1 P ROJECT
MAN AG EMENT
CONTRACT CHANGEORDER
PRO TITLE;
The Redevelopment of Bernstein Park
TO CONTRACTOR:
B urke Construction Group, Inc.
90945 TAW IG" t
Blood FL 33972
The Contract is changed as follows:
C HANGE ORDER a 91
INITIATION DATE: Febru 2, 2097
CONTRAC DAT ApHl 20, 2016
Detailed description of change order and justification
Contrac needs additiona3 lime: to handle replacement of instal €a ncl t� storm.
I?ravili�ri ar3 was cx�ande0 to accom for actual manuFa cturc:ti t a7yiiion d imensions.
IiIs Chan or der is 4. ° Io ref t he art irtai cuntracA price
If Yes, explanation: Pad was expanded as per the drawings to accommodate for exact
,tavilion size. Contractor needs additional time to replace installations damaged by
Hurricane Irma.
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Change OWNER
Order
Request ARCHITECT
CONTRACTOR
AIA Document G710
PROJECT: Bernstein Park
6761 5th Street
Stock Island< Florida 33040
CONTRACTOR: Burke Construction Group, Inc.
10145 N.W. 19th Street
Doral, Florida 33172
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Burke Construction Group, Inc. page 1of2 Printed On: 10/25/ 2017 03 :12 PM
Change OWNER
The original (Contract Sum) $ 7,921,975.00
Net change by previously authorized Change Orders
The contract sum prior to this Change Order
The new contract sum including this Change Order will be
The Contract Time will be • (decreased) . -«
($106,585.01)
$ 7,815,389.99
$ 14,656.27
$ 7,830,046.26
Reservations: This proposal is based solely on the usual cost elements such as labor material and normal markups, and does not include any amount
for additional changes in the sequence of work, delays, disruptions, rescheduling, lost productivity, extended or unabsorbed overhead, overtime,
acceleration and or impact costs, unless speciffically stated. The right is expressly reseved to amend and make claim for any and all of these related
items prior to final settlement of this contract.
III Horn (Architect)
915 Eaton Street
Key West Florida 33040
Monroe County Engineering
1100 Simonton Street
Key West Florida 33040
Burke Construction Group, Inc.
10145 NW 19th Street
Miami Florida 33172
SIGNATURE DATE SIGNATURE DATE SIGNATURE
Burke Construction Group, Inc. page 2 of 2 Printed On: 10/25/ 2017 03 :12 PM
r%111H C7 BLAB ABOVE EXIST, A"R
POUNOATION (TYP.)
7
.7 7
r A
c
FL —77
LL
A.
EXIST. AUGER
FOWDATION (Typ.) OF SLAB ABOVE
— I ; Q ,
F59 compAcTEP r-ILL PER PRojECTapEr-r-icATioNs mETUIEEN PILE CAPS
N M" Sa PILE CAP ABOVE ExisTiNa. AUGERS (TYP-; SEE SECTION
p IN - QK A
2 1,
6 MIL. 3 11 --
VAPOR
BARRIISSR
COMPACTED PILL
BELOW SLAB PrE
SPECIFICATION
36" Sa x S" MIN.
DEPTH A15OVE A R
REINF. - 4-S EA ULAY
AT Ea SPACIW-%-CENTER
IN PILE CAP
EXIST. AUGER
TO ACCOMPANY PLANS AND
SPECfFICATIONS FOR THE PROJECT BY
VNWAM P. HORNkROMECT . P.A.
REVISIONS TO SWEET 814 OF THE APPROVED PLANS SHEET TIMMINS ENGINEERING, LLC
C.A. M. No. 2B994
BE RNSTEI PARK N THOMAS M. TIMMINS, P.E.
I FL. P.E. No. 45406 PH. 305-872-4060
STOCK ISLAND P.O. BOX 639
MONROE COUNTY, FL. OF I BIG PINE KEY, FLORIDA 33043
Cattle Construction of Key West, Inc.
CC 1518284
35 Diamond Drive
Key West, FL 33040
Office (305) 292.9888
Fax 9880
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Date: Augustl7,2017 Change Order I'll
To: Burke Construction From: Bella Construction of Key West
Attn: Armando Slivelra Project Title: Bornstein Park
Email: net I nitlotlon Date: 10?2812016
The Contract is changed as follows:
Detailed description of Change Order and justification: Supply and installation of additional concrete, rebar, and formwork for the increased size of the shade pavilion per the shop drawings received Work also
includes excavation of existing subgrade to revised subgrade elevation, compaction of subgrade, removal of concrete on existing auger cast piles to revised elevation,
Date
IDUCH~. Shieft P&WOW
Labor INAfAdMil
iEqid~
Irbil
I
1 12.
E%navaie sub q�adeapdcdm,
!
?22-501
1
Is
7.50
U
t i
Remove con cro to al du cast pies to yewsed erevalmn.
n)tc at (9) 91 0 d *
W
3.
-
3:2 11
1271
Dend off leading of racer
1
45.
4514
�Ei
,
7 ,U_iZ
C o nstruct formwork for pile caps
865.00
5
86500
3.31.17
lComanu ct formwork for al le caps. Mace ffiM1W(1(k. and tie rats of
2.467501
1. 12SMI
I S
'n"'ric ho
1�111stalnfiion Wadditional rebaron mundation mat
a
RM
a
a
wm�
Eivmtoi. Park • lihicid Pay,Ilr*h
Mackay, March 27, 20171 1 1 1
Thourdew March 30, 2017
21
171
$53,03
Friday, March 31, 2017
7
415
4
Monday, April 3, 2017
,abet
Tuesday April 4, 2017
2
pile Ag.. fts_P1 :I
I
' . — J
I E
Friday, April 7, 2017
1,12500
3,5
Shal &a'P Ilella C. 5 h J2. h,, a
b) and 'P-p,.' $ —A� 11 :
SET 4/812017
6
Im.e.s. i flrflsdm far A to and T I.e., for 4 net The co.prown, -.,ae is his She 1' -rouse.
221
ftedismay, leaders 12, 20111
This is he on- 1. 10 tins the forms around the 15 pile cap, and ba fill unmeM the pit.. It
ths
libiricafty, January 19, 201)
2
hilowitighirseach and li labor / Ohns)
This cast is to install formwork and r tharfs, the malfifus sink Time is to splice every ,oboe ¢o
14.5,
the new slab size Splices where done in both directors (North to South & East to West) and
165
O—fini. Hours
6
22
jj i carpenter For 7 hr}. tabors far 10 5 hrs { 3 labors Fora 5 hrs ea)
wafflZROMMM
Amaral
Tooiaj Equipment
This I ft� hours In chIcal the new radar for the pavilion slab Including the robot
$53,03
tar the a , M
This is for f.,Tlrg 15 sw pli Work task 2 days to do onto fischurg and neffifing
,abet
1h.1 11 for �1-mg W 4 1 . 11r[hK i— --d pffes A:ri Rod gu%ir is theq,bar in the
pile Ag.. fts_P1 :I
I
' . — J
chat I I a a A L
th, had go [3 .- it
1,12500
Shal &a'P Ilella C. 5 h J2. h,, a
b) and 'P-p,.' $ —A� 11 :
T his is for quote concrete anto . the 15 pile cap, hisloder time to set up and clean up concrete
Im.e.s. i flrflsdm far A to and T I.e., for 4 net The co.prown, -.,ae is his She 1' -rouse.
4 $ 89388
burnic
This is he on- 1. 10 tins the forms around the 15 pile cap, and ba fill unmeM the pit.. It
me
is 3 ho for she operate, to back fill The labor to trip the far. hours . total of 26 hoa ( 2
[
2
hilowitighirseach and li labor / Ohns)
This cast is to install formwork and r tharfs, the malfifus sink Time is to splice every ,oboe ¢o
the new slab size Splices where done in both directors (North to South & East to West) and
top and lyaRsom
Mf5
jj i carpenter For 7 hr}. tabors far 10 5 hrs { 3 labors Fora 5 hrs ea)
Th is cost 11 to instal formwork and .beef., the sea line slab Time Is to splice every she, to
the new slab cou Splices h ..e duee in birth directors (Nunn to druid & East to West) and
up and bottom 22 hu, for Rod Busters (4 Rod B.,orry Far 5 5 hot -) Laiww for 11 mc (2
li
labor, for 5 5 m, as).
This cost laid dig down an addibloreP 9" deep for (15 as) 36,36 pile caps The original slab
design did not meet the required wind loads structurally for the uplift of the new pavilion
The Pavilion Engineer needed he increase the Nine of the original slab dramatically To Wants
the cast from the anginal quote of a 5' x18" deep slab aIi the way around the pavilion that
the wingession, of record took the respowilblifty id'dedi anew slab The Pavilion Engineer
gone thoThe FOR the Werfiran lead, far the columns cofthe ponflum and she ECAS redesigned
the slab The FOR took into consideration the old auger cast piles that where rejected by
&S
Murray County to help add dead w eight to the pokillime foun dation.
This is the cast to chip out the rejected a uger cast Pit. caps that the FOR is .,!he in the new
slab design below finish down That vil
10" k d
o.badetti" O rn- pil.raq, The wniculst.1b was l thick ao this trigle:1 9 anger
pile' where installed at 10" below the Finish Fla., o1scmd- like the struct plans showed.
Agai these a the 9 pile the M .... a County rejected that the enginee is co noting on for
he uplift cal
a i gal S Z4 ' 17 .97 .
11
OT F..— @ $90,/h, 5 540.00
lamomr @ 3,60000
Of Cu pmt., @ W.W/hc 5 1465 W
ow-I. P 54 sf� 5 74250
C—e� FwO- 1 p $4wj" 5
leanrnr IT, W& 1 $ 2,520,00
Of $
2471,91
T ?2 1 i— h — C Q IL P IIW.
1.25.94
_
l
TaW 13,952.15
.
— — r
FIBER MESH .. $16.00 per CY
HIGH RANGE WATER REDUCER Add $12.00 per CY
RUST INHIBITOR (Calcium Nitrite) Add $35.00 per CY (@ 3 GAL CYD DOSAGE)
SILICA FUME Add $60.00 per CY*
11 1 i 1 1'
Mix Designs on Request. SHORT LOAD CHARGE $99.01
Saturday Deliveries upon Request.
'Prices are subject to change without notice.
ASTM #57
ASTM #89
ASTM #57
ASTM #89
3/4" ROCK
3/8" P -ROCK
3/4" ROCK
3/8" P -ROCK
PUMP MIX
PUMP MIX
2000 PSI
$178.75
$181.75
$183.75
$186.75
2500 PSI
$180.25
$183.25
$185.25
$188.25
3000 PSI
$181.75
$184.75
$186.75
$189.75
3500 PSI
$183.25
$186.25
$188.25
$191.25
4000 PSI
$184.75
$187.75
$189.75
$192.75 <
4500 PSI
$186.25
$189.25
$191.25
$194.25
5000 PSI
$187.75
$190.75
$192.75
$195.75
5500 PSI
$189.25
$192.25
$194.25
$197.25
6000 PSI
$190.75
$193.75
$195.75
$198.75
SHOT -CRETE / GUNITE MIX
FLOWABLE FILL
$195.50
250 PSI $145.00
500 PSI $155.00
FIBER MESH .. $16.00 per CY
HIGH RANGE WATER REDUCER Add $12.00 per CY
RUST INHIBITOR (Calcium Nitrite) Add $35.00 per CY (@ 3 GAL CYD DOSAGE)
SILICA FUME Add $60.00 per CY*
11 1 i 1 1'
Mix Designs on Request. SHORT LOAD CHARGE $99.01
Saturday Deliveries upon Request.
'Prices are subject to change without notice.
YOUR ORDER NO RATE OF ORDER
WILIA43A 03/24/17
PIECES UM TH W
734 LB 16MM x
DELIVERY DATE
ORDER NO i
SHIP BY
03/27/17
114963
OUR TRUCK
L
DESCRIPTION
#5PEBAR GRADE 60
1.043LBIL
(SELL BY THE POUND
ONLY)
RB0560
3 J43A TAGS
PUCE REBA R PATCH
DELIVER 3127117
USER stsi
EM 26 EFRAIN(CRAVI} MARTINE,
I
QTY Um PRICE AWOUNT
734 CO/ 38.00, 278,92
IF ACCOUNT IS CURRENT AND IF PAID BY THE 10th TAX %
1 % IOTH N 30
OF THE FOLLOWING MONTH OY CASH OR CHECK, DEDUCT 2.79 TOTAL
Do not write below this line " 0 UR SER VICE HA KES THE DIFFERENCE"
I I
SOINV 08-417644
11111111111111 IN I 111 111 1111
YOUH ORDER NO OATS OF OROFR I OEl.lvcR Y DATE OROER No I
SHIP BY USER
MA
WILL 03/24/17 03/27/17 OUR TRUCK EM IN(CHAVI) RANI?" I
P/EciFs um Tq 4% L DESCRipriolv QTY i um PRICE AMOUNT
375 LB 16VL5 x x #5 REBAR GRADE 60 1.043 LRIL 375 GOT 38,00 142,50
(SELL BY THE POUND ONLY)
880560
I J43B TAGS
PILE CAP PATCH
DELIVER 3127117
I
IF ACCOUNT IS CURRENT AND IF PAID BY THE 10th TAX %
1%10THN 30 I -
OF THE FOLLOWING MONTH BY CASH OR CHECK, DEDUCT 1.43 TOTAL I
ill ''(1111C WIffifflarmal
SOM 08-417643
I1 I III IN 1111111111111111 1111111111111111111111111111111111111
Foreman: Ryon Antonides Day
is
Job Location.
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Class
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TOTAL MAN
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Did - y - o - u - po — ur — concrete today?
Who was the supplier?
What concrete pump was used?
Who was your pump operator?
.How many yards were poured?
What did you pour?
Equipment, Subcontractors used or on site
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Job Location: Copy for:
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II
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Equipment, Subcontractors used or on site
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'TOTAL MAN HOURS
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�
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lWho was your pump operator? 11
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i Subcontractors used or on site
BELLA CONSTRUCTION
DAILY REPORT
Foreman: Day: ) Date L-1 ---7- / 'I
Job Location: F V 1 f I &-V -- Copy for:
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Is there anything you need for tomorrow?
BELLA CONSTRUCTION
DAILY REPORT 1 4M SA
- Day: so
Job Location: P0. v 1 I c, Copy for:
Date: L
Class LY. Cornplele lWork Performed
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Change OWNER X
Order
Request ARCHITECT
CONTRACTOR X
FIELD U RKE
AIA Document 6710
SUBCONTRACTOR Construction Grcmp Inc.
PROJECT Bernstein Park CHANGE ORDER NUMBER: 030
6751 5th Street DATE: 10/27/2017
Stock Island< Florida 33040 CONTIRRACTOR PROJECT#: 1611
CONTRACTOR: Burke Construction Group, Inc.
10145 N.W. 19th Street
Doral, Florida 33172
W&A"w"
PCO # I
Title
Schedule Impact
Amount
030 12nd
Hurricane Irma Time Extension
0.00
TOTAL:
$0.00
RTFTT,Mqrsi -��
PCO # 030: 2nd Hurricane Irma Time Extension
Burke Construction Group, Inc. page 1 of 2 Printed On: 10/27/ 2017 03 :42 PM
FN= �
OWNER
ARCHITECT
CONTRACTOR
FIELD
SUBCONTRACTOR
1 0 URKE
0 01 Construction Gt h1C.
$ 7,921,975.00
($106,585.01)
$ 7,815,389.99
$ 0.00
$ 7,815,389.99
60 days
Added Time Above: 12/16/2017
Reservations: This proposal is based solely on the usual cost elements such as labor material and normal markups, and does not include any amount
for additional changes in the sequence of work, delays, disruptions, rescheduling, lost productivity, extended or unabsorbed overhead, overtime,
acceleration and or impact costs, unless speciffically stated. The right is expressly reseved to amend and make claim for any and all of these related
items prior to final settlement of this contract.
Bill Horn (Architect)
915 Eaton Street
Key West Florida 33040
Monroe County Engineering
1100 Simonton Street
Key West Florida 33040
Burke Construction Group, Inc.
10145 NW 19th Street
Miami Florida 33172
SIGNATURE DATE SIGNATURE DATE SIGNATURE
M.
Burke Construction Group, Inc. page 2 of 2 Printed On: 10/27/ 2017 03:42 PM
TO:
Board of County Commissioners
From
Assistant County Administrator
Date:
November 13, 2017
RE:
Change Orders
Pk�ttached is a proposed Change Order #11 Burke Construction Group, Inc.,
Redevelopment of Bernstein Park. The Contract Sum will be increased $$14,656.21.
The Contract Time will be increased 60 days with the date of Substantial Completion as
sf the date of this Change Order is December 15, 2017.
According to Ordinance No. 004-1999 adopted by the Board of County Commissioners,
proposed change orders are to be presented to members of the Board of County
Commissioners at least 24 hours prior to approval, assuming they are within the
Administrator's prescribed limits. Change orders not within the Administrator's authority
are placed on the BOCC agenda.
IMMTW
A Ma
of