11th Change Order 01/18/2019Jacobs Key West International Airport
Monroe County
Strengthen/Rehabilitate Commercial Apron
Project No. GAKAP148
CHANGE ORDER
PROJECT: CHANGE ORDER NO.: 11
Stren hen/Rehabilitate
Commercial Aron INITIATED ON: January 7, 2019
CONTRACT: GAKAP148
TO (Contractor): ABC Construction, Inc.
7215 NW Th Street
Miami, Florida 33126
CONTRACT DATE: November 22, 2016
01119
You are hereby authorized and directed to make the following change(s) in this Contract:
Due to unforeseen conditions that included Hurricane Irma and excgpti2nally hip
gh "King" tides the Contractor was
required to dewater the area prior to construction activities.
During construction, three of the concrete slabs were damaged. After inspecting the damage, the Airport decided to
apply spall repair to the damaged concrete slabs in lieu of replacing the three slabs. The Contractor agreed to offer a
credit for the three slabs.
The chan a order also includes the Contractor's Bid cost compared to the As -Built cost. Refer to the attached
document for the net reduction.
This change order includes the cost for dewaterin $44 352.00' the credit for s all repair - $ 14 362.50 and also the
rice deduction for the final as -built ouantities
The original Contract Sum ...............................
Net change by previously approved Change Orders.........
The Contract Sum will be changed
by this Change Order ......................
The new Contract Sum including this Change Order
willbe ...............................................
The Contract Time will be increased by ........................................
$ 9,250,000.00
$ 132,873.25
$ (561,354.55)
$ 8,688,645.45
NA
Signature of the Contractor indicates agreement with the terms of this Change Order, including any adjustment in the
Contract Sum and/or the Contract Time. Adjusted cost and time include all direct, indirect and impact costs and time
for delays, disruption, inefficiency, acceleration and all other claims.
RECOMMENDED: AGREED TO:
Jacobs Engineering ABC Construction, Inc.
y Dade
Key West International Airport
3491 South Roosevelt Blvd.
Key West, FL 33040
By Date
AUTHORIZED:
Monroe County
1100 Simonton Street
Date
Change Order Attachment per Ordinance No. 004-1999
• Change Order was not included in the original contract specifications. Yes ® No ❑
If Yes, explanation:
Due to unforeseen conditions that included Hurricane Irma and exceptionally high "King" tides, the
Contractor was required to dewater the area prior to construction activities.
During construction, three of the concrete slabs were damaged. After inspecting the damage, the Airport
decided to apply spall repair to the damaged concrete slabs in lieu of replacing the three slabs. The
Contractor agreed to offer a credit for the three slabs.
The change order also includes the Contractor's Bid cost compared to the As -Built cost. Refer to the
attached document for the net reduction.
This change order includes the cost for dewatering ($44,352.00), the credit for spall repair (- $ 14,362.50),
and also the price deduction for the final as -built quantities (- $591,344.05).
• 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 ta
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:
ABC CONSTRUCTION, INC.
PROPOSED
CHANGE ORDER
7215 NW 7th Street Phone: 305-663-0322 NO. 12
MIAMI, FL. 33126 Fax: 305-267-2403
TITLE: Pumping and Dewatering from 11/12/17 to 8/20/18 DATE: 10/17/2018
PROJECT: Keys Strengthen Rehabilitate Commercial Apron
TO: Attn: Lasa (Adams) Ennis, P.E.
Jacobs
200 West Forsyth Street Suite 1520
Jacksonville, Florida 32202
Phone:904.636.5432 Fax:561.799.6579
1 3«4IiiLo ,I
JOB: GAKAP145
CONTRACTlPO: GAKAP145
SUBMITTED: 10/17/2018
COMPLETED:
REQUIRED:
Dewatering time at Pumping f= 68 days
11/12/17, 11/14/17, 11/15/17, 11/16/17, 11/21/17' , 11/22/17, 11/26/17, 11/27/17, 11/28/17, 11/29/17,
11 /30/17,
12/03/17, 12/05/17m 12/04ml7m 12/06117, till 01/30/18.-
TE # 2 = 25.5 days - Pumping = 8 days
3/12/18, 5/3/18, 5/6/18, 5/14/18, 6/12/18, 6/18/18, 6/20/18, 6/28/18,-
Additional dewatering dates: Pumping = 8 days
07/22/18, 7/23/18, 7/24/18, 7129/18, 8/05/18, 8/16/18, 8/19/18, 8/20/18
Total dewatering days pumping: 68+8+8 = 84 days (24 hours each day)
Num Item Description Ref
Qty
Unit
Unit Prlce
Amount
1 TE #1 Dewatering TE # 1
1,632.000
Hrs
20.00
32,640.00
2 TE # 2 Dewatering TE # 2
192.000
Hrs
20.00
3,840.00
3 Dewatering Dewatering addit. Dates
192.000
Hrs
20.00
3,840.00
#3
Item Total: $40,320.00
Overhead & Profit 10% $4,032.00
Total: $44,352.00
By:
Strengthen/Rehabilitate Commercial Apron
Spall Repair Credit
Item
Spec No.
Item Description
Unit
Quantity
Unit Price
Total
3
P-102-2
Portland Cement Concrete (PCC) Removal
SY
75
$ 31.50
$ 2,362.50
15
P-501-1
Non -Reinforced Portland Cement Concrete
(PCC), 13" Thick
SY
75
$ 160.00
$ 12,000.00
TOTAL: $ 14,362.50
STRENGTHEN/REHABILITATE COMMERCIAL APRON
KEW WEST INTERNATIONAL AIRPORT
PROJECTNO. GAKAP148
FINAL QUANTITY AND COST SUMMARY
them No,
Bid
.... ............ .. ......
U it
ADJUSTNIFNI
JUS I MEN
AS BIJI8-1
I 'A.
PRICIL:
Got',
(D.II_
Base I
-LN
i7-
----
-- M-6-R-1-5-7-A-F-1-0-N - - - - - ---- - - - --- - - - - - - -------- - - - - - ------------------ - - - - -
F --- I -A
.
'510,07.00
1
3
540,I)D0,00
$
1
$
540,000,00
..............
101 1
............
B. I )MINOUS PAVENIENT REMOVAL
. . ........... . . ...............
sy
.
10,W
......................
. . . . . ----------
46,(AlJ
$
460,0(70,M)
.... . ...........
(2,4U4,55) $
y219, 5,FO)
$
435,0 4 50
--- - - -------- --
'(�r I LAND CEME� q I CONCRF.'. TE (P CC) REMOVA I.
Gy
31,5 0
1,020
$
32, 130 X)
2CGAU $
7,q50,30
1,212
$
4 0,030 60
4
Il 101 '1
PAVEMENT MARKING REMOVAL
sr
$
4,00
525
2,100,00
(330,00 $
(1,320,100)
195
7800 6.
5
...... . . ........
P 101 4
��..-.MPORARY I IE. IDOWN ANCHOR INO FALLAHON
...........
r A
200,00
. .. .. ........... .
..
12
2,100,00
(Ooo� -s
H'doo,00)
.. .
3
...................
00000.
6
Il 101 5
PERMANEN) Fll DOWN ANCHOR INSIALF-A-1 ION
F.. A
$
200 00
6
$
',200 00
$
6
$
12W,00
. ....................... I
7
. ...............................................
1, Wl (3
........................... . . .......................................................................................... . . ............................... . . . ................
1 IF DOWN ANCHORRF IAOVA[
. . . . . ....................
F-A
......................
$
. . . ..... .
IF 00
. . ...................................
--
18
- -
$
- - - -----------------
(14,00) A
H,400,00)
4
400,011)
--- -
--- ----
102. 1
SAFE [YANDSICURHY
Ls
$
100,000,00
11
- - - -
100,1000,00
---- --- ------------- ------
$
------ - - -
)
$
100,0U0,00
rl 152 1
UNCLASSIFIED EXCAVAI ON
cy
50,00
13,boo
680,000 (A)
(3,98854} $ (199,4?7,00)
9,6 11
. . .....
$
. . . . . ......................
480,573 00
11
...
P.
... ... ... ... ............ ............
ASPI-0,IJ X MILUNGS PFrOl-_ROAFD_
SY
....... . ..................
37 NO
. .....
275
$
- -------
10,175.00
---------------
(175,00)
(13,4/5,00)
loo
$
. ................... . . .... .
3,700,00
F, 15G I
E VI F10 RAR Y MR AND WA I ER PID L.A. u T ON so I I.
......... .. .. . . ..
I
. . ....................................
10,000,00
.................
.
. . ..... . ..
..........
$
- ------
1 (1,00() oo
.............
.............................................
F ROISION, AND Fil I A I ION CON I R01
-BASE
.........
211 1
11 ROCK cou-RSE
SY
S
2,00
47,020
$
94,010,00
(4,670,0n�
(9,340,00)
42,350
84,700,00
3
334 1
ASPHA� I TFMPORARY I RANSI I ON RAMP
SY
$
12,0)
2,121
$
.
25 500 00
. ...... . . . . ...................
?1 ON $
. . . ..... . ..
352,00
2,196
14
-- - --------- ----------
1 1 2 M I X A G I i A I. I I IMA)
FOR
$
300,0
225
$
67,500,00
r.
45,00 $
13,5WKO
270
000 -
115
p 501 1
'1
NON RF, NFUKGED POWEAMY,
SY
$
16c,00
37,1 11
$
5,992,000,00
(3,022,76) $ (4B3,641,0))
34,427 24
$
5,508 3,15D 00
IICC!, 13'THICK
0 1 2
R[-4NFORCF-F, PORrIANF) GlI NIFIN T CONC RF IF (P A;
SY
$
185,00
1
28,675,00
(155,00) $
(28,FT5 00)
$
13� 1 HICK
17
p 501 3
NON -REINFORCED POR I LANr� CEMEN I CONCRE FE
1,52K�
IECCI, CY I HICK
. ....... . . ..........
------
91,00
-
- --------------
138,775,00
40,70 $
3,703 70
1,566
$
142,478,70
F�Aol 4
cc)Ncrl,�- I FE (pccG, 8-
SY
I
loo
1050
$
19,04 $
1904
1069
$
106,904 0
,,01
,
19
p 501 5
;, E popfruom-,
NON REINFORCED THICKENED El �G,
- - - - ----------
NY
-
$
1 IK ON
3,om)
K54
............
I
$
no on
61430 $
70,644 50
1,694
$
014 844 SO
0)
F, 501 6
NON REINFORCED 1HICKENE1.) EDGE POFULAND
SY
$
105,00
1,675
$
175,87500
(10,00) $
1,665
$
t 74,82F,,(M
CEIMENIF l,,'ONCRF-T-1 PCA��r-,VTHILI�
21
P 501 7
Sy
$
. . ... .
Q10,00
. .
. ... ... ... . ..
850
.....................
$
. ...... .
102,00000
. . . ....... ..
(2b,00)A8,880,00
.. . . . ...... . .
.................
....
. ....... 11 - -
22
K 1501 b
KEINI-ORCED THICKLNED I �DGE POR FLAND CEMEN I
ClOW-PETE f,Tllr lHIAK
SY
- - -
$
-------------
109,00
---
-
xA)
---------
$
-----------
27,250 00
- - - -----------
(50,clo $
--- -
(5,4510,00)
200
. .
$
. ...................
? 1,800,00
23
f. "501 9
'REIII F.) M.1 0' SLAB
1",500,0()
7-
10,500 W
(200 $
(3,000 OF))
5
$
7 500 00
24
p 602 1
1,13" 111 )'�'A'i'N 61JS PR"� M C"(5-A-T . ............... .
............ ('+Al
14 OF)
175
$
2,4,,0 oo
$
F,Kqo ooO
40
S
5n) on
25
p 603 1
. . ...................... . . .....................
C�2A F
. ............. ............................. . ...... .
............
. .
...........
2,24000
..
1 �� uo)$
............ -_._._._iv'
(1, Ol 0 oo)Sin
. . . .
. .
00
...................... . .....
20
p (320 1
JHEFLF--(,� f VI, I'AVL-.VI,[`fl MARKING VVI-I (,I GLASS BE/q)S
3F
$
4,50
2,600
1 �, 7()0,00
978 00
4,40I'Do
3,.w8
$
27
1' 1, H 2
-- -- -- - --------------- - ------------
fl� F..0 I VE PAVE MI, N1 MARKING
SF
$
4,00
9,900
39,600,00
1 �)64,00
7,856,00
Il,R64
.
$
. .......
4 7,4 54, 00
2 1 Fl
P 620 3
ITFf,',PORARYFIA\tFNP[NFN4AvfKING
31
$
24CD
4,950
$
11,880,00
(2,61400)
(5,273,60)
2,336
$
5,606,10
29
1 904 1
SOUIDING, WITH 2" -IOPSOU.
I
SY
12,00
4700
,
$
56,40000
(4,256 00) $
(51,072,00)
444
5328,00
,
3D
, I ....
L I I I F;
-............
�/VRP:ffl D F U N D H 0 F
f A
$
1, 100,
......... . . .
2
..... .
L
2,200,00
(2,00) $
(2,2010,00�
L 115 2
JADJUS7 AIRRE. LD HANDHOLF -10 FIROPOSE:D GRADE
EA
1, 1 rjo, I'M
31
3
$
3,300,00
32
. . . .
�S?
. ................. ......... .
.
- -
----- -
$
. ...................................
..
J"�W'6'6
.....
260wj 1
�3
............
1.1
$
52 00
15 1
. . ....
2,340,00
......................... . ........ . . . . . . .. . . ..... ... .
1 (4500) $
....... . . ........................
(2,140,0(0
-
-----------
TOTAL BID
AMOUNT -BASE
BID:
1) 100 OM 55
................ . .
Arl 11 VAST ...................
.. . . ......................... . . . ......
Bid Additive
#1
TOTAL BID
AMOUNT -
BID ADDITIVE #1:
A.Doro-d
CIF-io Crdan�
7.777 7
2!�, 21 ul'Phase,3 TiKI,)
---
............. ........................ . .. .
.... .. ........
.... 80
$ 31,566,03
C �/093
--------
------- - ---------C-h.d
. ... ..................... .
.. .
[.I �-k Bo- M.feri.l
cy
... . .......................... . . ........ . . . . .............................................. . .
Ti -16 4
..
23
2.567 72
104,
---
---------
--
RSfvjx,fnr,wi"-'.)ads
FA'
3,850 on
I
$ 5On On
.
Tim( ,ELA-37j
..................
.....--77
$ 95H 20
.CT076 ......
............
........
-
$
.... .
C/( #0.
.... .....
Trarvitiori Rnrvqll8IPvlllllll 11
LA
$ 14,355 N,
1
$
_
...... .
.................................... . .
-rrarisifiori R-ir
Phase I I Mobik,afior,
EA
. .... .✓
$ "3,856b(i
1
$ 3,650,Do
I I LA 29,OJI) '10
1 -f-----7 iI
TOYAL C11 ANGI ORDIR AIMOUN f 7LLS�GL-221862MLLU'l-jr �$ 162,862 T5
TO FAIL AMOUNT QBASII: 31111) 11 111111) ADDITIVII. fl , C1111AINGE. 011111DIFIRS) BM _L_19,250,01) 00 ADJUST $ ff_61,354 55_LAS RU L F t A 8 08,645 45
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