HomeMy WebLinkAboutAmendment No. 1 to the Contract between the CMB and Ric-Man International, Inc.DOW5ign Envelope ID: D03792D9-F70681AU832C-BFFEBBDEOADA Zo S7 3 1 C,d S_
AMENDMENT NO. 1 JUL - 6 2026
TO THE CONTRACT BETWEEN
THE CITY OF MIAMI BEACH, FLORIDA
AND RIC-MAN INTERNATIONAL, INC.
This Amendment No. 1 (the "Amendment") to Contract No. 2024-016-01 dated as of March 26,
2024 (the "Agreement"), by and between the City of Miami Beach, Florida, a municipal
corporation organized and existing under the laws of the Slate of Florida (the "City") having its
principal place of business at 1700 Convention Center Drive, Miami Beach, Florida 33139. and
Ric -Man International, Inc., a Florida corporation (the "Contractor'), having its principal place of
business at 1545 NW 27th Avenue, Pompano Beach, Florida 33069, is entered into this _
day of 2026, and effective as of December 17, 2025 (the "Effective Date").
All defined s u not defined herein shall have the meaning set forth in the Agreement.
RECITALS
WHEREAS, on January 31, 2024, the Mayor and City Commission adopted a resolution
approving the award of Invitation to Bid (ITB) 2024-016-LB Force Main Canal Crossing
Replacement at Pine Tree Drive;
WHEREAS, on March 26. 2024, the City and Contractor executed the Agreement with
respect to the force mains canal crossing replacement at Pine Tree Drive, which services
include sewer force main replacements;
WHEREAS, construction activities have been underway since December 2024, and the
Project is currently over 80 percent complete;
WHEREAS, during construction, Contractor encountered unforeseen ch3llenges such
as unanticipated permitting delays and significant discrepancies between field conditions and
the conditions documented in the record drawings;
WHEREAS, these discrepancies included undocumented utility conflicts and one of the
existing force mains being significantly deeper than identified in the contract documents,
triggering constructability concerns that led to a modification in scope, requiring additional labor
and materials;
WHEREAS, moreover, the age of the City's existing sewer infrastructure presents
challenges regarding the reliability of the existing isolation valves in the vicinity of the Project
Site, including the inability to operate the CiKs existing sewer system valves;
WHEREAS, this has resulted in the development of a bypass and isolation plan that
includes additional line stops from those anticipated in the original design;
WHEREAS, accordingly, a modification to the scope is now critical for the Project's
completion;
WHEREAS, Contractor's proposal, herein referred to as Exhibit A, represents the
amounts and scope pursuant to the information provided by the City and known as of September
24, 2025;
Dacusgn EnveWe ID: DD3792D&F70"l AD432C-BFFEeeDE9ADA
WHEREAS, on December 17, 2025, the Mayor and City Commission adopted
Resolution No. 2025-34005, authorizing the City Manager and City Clerk to amend the
Agreement to provide for the fumishment and installation of a sanitary sewer bypass system
and additional 30-inch ductile iron pipe, located at the intersection of Pine Tree Drive and West
51 at Street, as well as fittings and appurtenances needed to complete the Project, in the not -to -
exceed amount of $1,232,270.78, increasing the total Contract Price from $5,189,255.50 to
$6,421,526.28; and
WHEREAS, the Contract Time will increase by thirty (30) days.
NOW THEREFORE, in consideration of the mutual promises and conditions contained
herein, and other good and valuable consideration, the sufficiency of which is hereby
acknowledged, the City and Contractor hereby agree to amend the Agreement as follows:
1. ABOVE RECITALS. The above recitals are true and correct and are incorporated as
part of this Amendment.
2. MODIFICATIONS. The Agreement is hereby amended (deleted items straok thereof
and inserted items underlined) as follows:
(a) The Agreement is hereby amended to include the additional scope of work described
in Exhibit A, attached hereto and incorporated herein. The Contractor shall perform
all work, furnish all materials, and provide all labor, equipment, and incidentals
necessary to complete the additional work as set forth in Exhibit A, in accordance
with the terms and conditions of the Agreement.
(b) The Agreement is hereby amended to increase the Contract Time by an additional
thirty (30) days. The Section titled 'Contract Time and Schedule' on page 2 of the
Agreement is hereby deleted in its entirety and replaced with the following:
Contract Time and Schedule
Days for Substantial Completion: 485 calendar days
Days for Final Completion: 25 calendar days
(c) The Agreement is hereby amended to increase the Contract Price by the not -to -
exceed amount of $1,232,270.78. from $5,189,255.50 to $6,421,526.28, The project
budget on page 1 of the Agreement is hereby deleted in its entirety and replaced with
the following:
Total Base Bid + Indemnification $4,528,505.00
Total Permit Allowance Account $84,000.00
Total Off -Duty Police Officer Allowance $15,000.00
Total Flow Management During Construction Allowance $90,000.00
Total Alternate Items (if applicable) NONE
Original Owner's Contingency $471,750.50
Amendment No. 1, Additional Scope of Work $1,120,246.16
Amendment No. 1, Additional Owner's Contingency $112,024.62
Contract Price $6,421,526.28
3. CONTRACTOR'S ACKNQW EDGMENT AND RELEASE, The amount and time
change designated herein are the maximum agreed to by both the City and Contractor
Dowsign Envelops ID: DD3792D 0681AD-8=-BFFEBBDEOADA
for this Amendment. Contractor attests that the adjustment provided herein is
reasonable, and constitutes compensation in full for all costs, claims, markup and
expenses, direct or indirect, attributable to this or any other prior amendments or Change
Orders, including but not limited to compensation in full foranydelays, acceleration, orloss
of efficiency encountered by Contractor in the performance of the Work through the date
of this Amendment, and for the performance of this and any prioramendments or Change
Orders by or before the date of Substantial Completion. In consideration of the
compensation and time in this Amendment, Contractor hereby releases the City from all
Claims, demands or causes of action arising out of the transactions, events and
occurrences giving rise to this Amendment. This written Amendment is the entire
agreement between the City and Contractor with respect to this modification of the
Agreement. No other agreements or modifications shall apply to this Amendment unless
expressly provided herein.
For the avoidance of doubt, the City and Contractor acknowledge that Contractor has
submitted the following seven (7) written change order requests (the "Pending COS"):
Change Order #9 (February 23, 2026), Change Order #10 (February 25, 2026), Change
Order #11 (February 25, 2026). Change Order #12 (March 11, 2026), Change Order #13
(March 11, 2026), Change Order #14 (March 11, 2026), and Change Order #15 (April 7,
2026). Only to the extent the condition(s) giving rise to the Pending COS were not known
to the Contractor prior to the Effective Date, the foregoing release shall not be deemed
to include the Pending COS.
This clarification does not constitute, and shall not be construed as: (i) City approval or
acceptance of any one of the Pending COS; (ii) a determination by the City of Contractor's
entitlement to any additional time or compensation; (III) a commitment on behalf of the
City to negotiate, settle or grant any additional time or compensations; (iv) a waiver of
any City fights, defenses, or objections to any of the Pending COS; (v) a limitation on the
City's right to deny, modify, negotiate or condition approval of any Pending CO in
accordance with the terms of the Agreement; or (vi) a waiver of any requirement for the
approval of the Mayor and City Commission.
4. RATIFICATION. Except as amended herein, all other terms and conditions of the
Agreement shall remain unchanged and in full force and effect. In the event there is a
conflict between the provisions of this Amendment and the Agreement, the provisions of
this Amendment shall govern.
[SIGNATURE PAGE FOLLOWS]
Do sign EnvelW 10: DD3792D9-F70541ADd32C-BFFEBBDEOADA
IN WITNESS WHEREOF, the parties hereto have caused this Amendment to be executed
by their appropriate officials, as of the date first entered above.
FOR CITY:
ATTES
Rafael E. Granado, City Clerk
JUL - 6 2026
Date
FOR SUB -RECIPIENT:
ATTEST:
CAI, L�h
Witness Signature
Andres G. Diaz
Print Name
6/171202619:39 AM EDT
CITY OF MIAMI BEACH, FLORIDA
By:
Eric T. Carpentef City Manager
t i,
RIC-MAN INTERNATIONAL, INC.
By:
Michael Jankowski / President
Print NamelTitle
APPROVED AS TO
FORM & LANGUAGE
REION 4./t,41
City Attorney ery Date
Dowsgn Envelope ID: DD3792D9-F705-81AD-B32G FFEBBDEOADA
EXHIBIT A
ADDITIONAL SCOPE OF WORK
(to In attached)
Dowsign Envelope ID'. DD3792D9-F705 1AD-832C-l3FFEBBDEOADA
4/"RIC .�3AN INTERNATIO �'AL, INC.
�/, GENERAL wrrraACToa 40*
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone:(954)426-1D42Fax.(954)426-0717
2/28/2025 Letter No. 001
Raul Cabrera
Project Manager
City of Miami Beach
Public Works Department
1700 Convention Center Drive
Miami Beach, FL 33139
Re: 30-INCH PARALLEL FORCE MAINS CANAL CROSSING REPLACEMENT ALONG PINE TREE
DRIVE (UNDER FLAMINGO WATERWAY)
Contract #: 24-016-01
Pipe Storage
Dear Mr. Cabrera
Ric -Man International requests to bill for the storage fee of the HDPE pipe for the Directional Drill
regarding the City 30" Parallel Force mains Canal Crossing Project through the Contingency Line Item in
Pay Application #4. In an effort to minimize residents' complaints, The City decided to delay pipe delivery
and not obstruct traffic during Art Basel. Therefore, The City opted for an increase in storage fees for the
manufacturer to hold the pipe in lieu of double handling the material.
See attached email and Invoices for Backup Documentation_
If you require any additional information, please let us know.
Best Regards,
Andres G. Diaz, PE/CGC
General Manager
Cc: Jeff Crews Enclosed: Email Backup
Cindy Arevalo Invoices
Matt LePera, PE
1802 of 3458
Dmusign Envelope ID: DD3792D&F705-91ADb32C-BFFEBBDEOADA
a Outlook
RE: 24-MBFM Pine Tree Drive (SO #: 09072844)
From Matt Volz <Man Volz@isco-pipe.comI
Date Thu 11/7/2024 10:58 AM
To Bryan Fletcher <BryanTIetcher@isco-pipe.com>; Michael Jankowski <michaelj@ric-man.us>
Cc lake Watterworth <jakew@ric-manus>; Steve Herp <Steve.Herp@isco-pipe.com>; 24-MBFM <24-MBFM@nc-
man.us>
Morning Michael,
Touched base with the manufacturer & got the info for how the storage fees work, see below.
They charge a 5% storage fee added to the current pipe price per toot. The new pipe price with the storage fee
included becomes the current price for the next month & so on. Below is a chart of what that would look like, this
is for the first 3 months. Please keep in mind that the ship date for all pipe is Friday 11/15 so if we are able to get
everything shipped by that date, then storage fees will not apply. Any pipe not shipped would dinged with the
storage fees to the pipe price.
Storage Fees
Current PI a Price Sto a Fee New Pipe Price
Month 1 $MOO 5% $20710
Month2 $107.30 5% IW-46
Month 3 $112.46 5% stllgg
Thanks,
Matt Volz
TSM Lead — East/Southeast/FL
ISCO Industries, Inc.
100 Witherspoon St., 2West, Louisville, KY, 40202
Office: 502-714-5326
From: Bryan Fletcher <Bryan.Fletcher@isco-pipe.com>
Sent: Wednesday, November 6, 2024 6:59 PM
To: Michael Jankowski <michaelj@ric-man.us>
Cc: Jake Watterworth <jakew@ric-man.uS>; Matt Volz <Matt.VDlz@isco-pipe.com>; Steve Herp <Steve.Herp@isco-
pipe.com>; 24-MBFM <24-MBFM@ric-man.us>
Subject: Re: 24-MBFM Pine Tree Drive (SO #: D9072844)
Matt is finding out for us.
Bryan Fletcher
Sr. Regional Sales Manager
ISCO Industries
4072868258
1803 of 3458
Dacaagn Envelope ID: DD3792DB 05d1AD432C-BFFEBBDE0ADA
9Nm
srw Te:
92]&15
CITY DFMIPMI BEACH
SCO•
IWWITHERSRPOONSTW2wEST
CROSSING REPLACEMENAT�
LOUISVILLE. MI4 22I 6
PINETREEO9IVE
WAMI BEACH, FL ]Jlo)
QUOtatiOn
b
Ym a
0
fi 320
rz4
Pn
n
10
en erne
D
pmer all
CITY OF MIAMI BEACH
ory
RUFFIN MILKY
arm
PREPAID AND ALLOW
a as
FL EAST
Beal Way
B'nal
11e.BM Fpa wine Leal Croatia Raa4onnwl. RIw Tne ft.
A Or, BM Product
Dasrlptlan
Eeca Exlelded
BID REM 2. 30" HOPE PIPE AND FITTINGS FOR SEWER FORCE YAM
1 1A00
FT
10301398'
30' DR 13.5 DIPS PIPE AVINA HOPE GREEN STRIPE
102.00
193,600.DO
-50' I,omb-
2 4
EA
WW9999'
30' DR 13.5 DIPS MJ ADAPTER W/BE STIFFENER
2445.00
9.780.00
3 4
EA
53300025'
30' ACCESSORY KIT 0110 FOR W ADAPTER W/ GASKET
1315.00
5 2SD00
4 4
EA
53300026'
30' IPS I DIPS GLAND RING FOR MJ ADAPTER
335.00
1,34000
5 5.000
EA
53129999'
12GA ENS CCS TRACER WIRE GREEN X 2500' ROLLS
TIM
1,660.00
SYetobl
20i'mo0
NOTES
'DELIVERED PRICING TO MIAW BEACH, FL'
• Der. w11sarwlna mr-
ISCO Standard Tern and Conditions apply. Plum visit htip!IA W W.iac"ipe.com/tennsand�ndidone.aapx
Merchandise Total
Tasm
1
FrNSMt2l
Ouob TeW
201,630.00
12,147.80
0.00
I US 213,m.80
1 Sales I" MIT M charged MWd on the Whip to address at the time of
invoice a mere B M tax Wrtiecete on Me.
Accepted By:
2 FrapM amount in This an esemab only. Ac1Va1 freight bans and
Printed Name:
chChargess will b determined
ined at to fime fine abler Is p1xIN1
Date:
�W w, I "Ish.
���I�.WY 1�eYp0.�C� RT m6p2
y0�
W1NDfAlrllf0
Docusign Envelope ID: DD3792D9-F70SBIAD4NC-BFFEBBDE0ADA
vowwm�\ M Te:
Order Confirmation
' CO*
I=13
RIC-MAN WTERNATNNUL, INC.
t5A5 NW 27 AVE
POMPANO BEACH. FL 33p69
RIC,MAN INTERNATIONAL INC
CITVOFMHWMAGHRE-e10EOR0
MAINS CANAL CROSSING REPUCEME
MIAMI REACH, FL WIM
JAKE WATTERWORTH 1164-426-IM2
Order Number 090725"
Order Date 11/15/24
.,.
Page IOf1
Baa aY
MET ttms
um
x4NBPM3
PREPAID AND ALLOW
CRUP er
MATT Vq2 n
NMBFM PWF TRF
- -
�, relghfia7l6c—T��R(7�
l
a 01Y LIM Product Daaarlplbn
Eau Emended
BID ITEM 2 - 30' HOPE PIPE AND
FITTINGS FOR SEWER FORCE MAIN
(1)
Ia5D6
FT
10301398-
3P DR 13.5 DIPS PIPE AAWA HDPE GREEN STRIPE
107,10
198,135.00
-50'Finn-
PRICING INCLUDES 5%STO AGE
FEE FOR 11/15 IV16
(2)
4
EA
53309999'
N- DR 13S DIPS MJ ADAPTER W/SS STIFFENER
2"S.00
978000
(3)
4
EA
53300025-
30' ACCESSORY KIT C110 FOR W ADAPTER W/ GASKET
1315 M
5.280.00
(4)
4
EA
S3300026'
30' IPS / DIPS GLAND RING FOR W ADAPTER
335 00
1.340.00
(5)
2500
EA
53129999'
12GA ENS-CCS TRACER WIRE GREEN X 250D ROLLS
033
825.00
NOTES
'DELIVERED PRICING TO MIAMI
BEACH. FL'
- Mnoua Nen-srockmg M1am
ISCO Standard Terms and CdndiOons apply. Pleue visit hltps:/MWW.loco-plps.comllerm"ndcondltionmmpa
MarchaT Taut
Tull)
ShlppinWHaTtdlne(2)
Great TIMM
215,340.00
12,970.40
0.00
us
$ 220,310.40
1 Saus tax .11 be charged based on Me ship,10 address at ewe t,me Of
In,,we H there K 110 W D Mfi ate on file.
Accepted e
cep y'
Printed Name:
x ACNal shippingMaMling cfla,9as wio be deMrmir at the ome W
ahlpm rit
Date'
100 wrmEllaPOMN 51 - LwenI.I. AT w[ue
aoaloltsa 7w
Docusign Envelope ID: DD3792D9-F705-81AD-802GBFFEBBDE0ADA
die
RIGINIAN INTERNATIONAL, INC.
GENERAL CONTRACTORS
1545127th Avenue Pompano Beach, Florida 33073
Phone:(954)426-1042- Fax'(954)426-0717
Breakdown of Costs
Project: Pine Tree Drive FM
Date:
03121125
Description: Unforeseen Condition Existing pipe at
Increased depth - Part A
Grand Total: S
- 153,274.95
LABOR COSTS
C
Regular
Over Time
CLASSIFICATION
Oty
Mrs
Rate
Sub Totals H7s
Rate
Sub Totals
Totals
SUPERINTENDENT
1
44.00
163.92
7,21248 -
245.88
0.00
7,212.48
PROJECT MANAGER
1
1700
13804
2,34668 -
207.06
0.00
2,346.68
FOREMAN
1
6400
69.02
4417,28 -
103.53
000
4,41728
OPERATOR EXCAVATOR
1
6400
5B 94
3,64416 1600
85,41
1, 36656
5,01072
OPERATOR LOADER
1
64.00
42.27
2,705.28 1600
6341
1,014.56
3719.84
PIPE LAVER
2
6400
4486
5,742.08 16.00
67.29
2,153.28
7,895.36
LABORER
2
EA 00
2761
3,53408 1600
4142
132544
4,859.52
TRUCK DRIVER
1
6400
3856
2467.84 1600
5784
925 d4
3,393.28
Subtotal:
38,855. 16
contractors Fee
10%
3,885.52
Subtotal
42,740.68
Labor Total:
42,74111
MATERIAL COSTS
SIZE DESCRIPTION
CITY Unit
Price
Totals
�
Ilni�
P ,..
Tot, 1,
Rock #57 Slone
20 TON
860
17200
Subtotal
172 00
Sales Tax @
7.50%
12.90
Subtotal'.
184.90
Contractors Fee
1000%
18.49
EQUIPMENT
3 7 MT 1 80 128.05 10,244 00
1KETS i I ,
1 80 8�32 565.60
190HP 1 80 74�84 5,98720
Tri-Axel Dump Truck
1
80
5113
4,09040
PICKUPS
�1
SUPERINTENDENT TRUCK
00
44
13.90
611,60
PROJECT MANAGER TRUCK
1.00
6
1250
75.00
'/.Ton Single Cab
2
80
12.35
1, 976.00
1 Ton Utility P-U
1
80
12.35
98800
Pu P
F
,.I ..
Nell Point Pump 10"'
1
80
41 71
3,336�80
-leader Pip.(20')
15
80
5.12
6,14400
Discharge Pipe (20')
30
80
2.26
5,42400
)et Pump 6"
1
80
40.37
3.22960
A_RMI-Claim Form
-Increased
Depth- xSrh
1806 of 3458
719, 5 9' 7 60 16. 161 6:.
1 45 116 D0 781 60
32 91 2 632 80 8 620 00
103 27 8.261 60 12 352 IN:
4296
1,89112
2,50212
42.98
257.88
332.88
2305
3,688 00
5.664 00
1742
1, 393.60
236160
2170
1,736. DO
5,072.60
008
9600
6,24000
008
19200
561600
1700
1.360.00
4.589.60
PAGE 1 OF 2
Doasi9n Emebye ID: DD379209-F70MIADE32C43FFEBSDE0ADA
Jet Hose(50'j
1
80
4.37
34980
008 _ _ 640 _
35600
"Mud, Purpose Pump
1
24
23.69
568.56
1000 2Q 00
60656
8" Suction Hose (25')
2
24
3.87
18576
0.10 4,80
19056
6' Discharge Hose (50')
4
24
2.35
225.60
0.10 9.60
23520
SAFETY
t7.,
5,m lma•
..
..
Trench Be. 8' x 6' x 24'
1
60
58 87
4709,60
1.51 120.80
4,83040
Trench Shields Plates 10x20
10
80
23.21
48,568.00
0.26 208.00
18,77600
Ladder
80
545
43600
008 640
442401
OTHER
-
-.I
I
,.is _.. _.,.
Small Tools
1
80
4440
3,55200
4.60 368.00
3,92000
Equipment Total:
99,873.92
Contractors Fee 10.00%
9,987.39
Equipment Total:
109,861.31
SUBCONTRACTOR
DESCRIPTION
OTY
Unit
Price
Totals
Portable San. Facilities
13
EiD
485
6305
TRAFFIC MAINTENANCE
Oty
Unit
Rate
Oty Unit
Totals
Bamcades/Drums
200
EA
0.14
8 Days
224,00
Signs Large
8
EA
029
8 Days
18.56
Arm. Board
2
EA
7.50
8 Days
120.00
Type H Corrals
4
EA
D.35
8 Days
11 20
Subcontractor Total:
436.81
Subtotal.
436.81
Contractors Fee 7.50%
32.7f
SUMMARY OF COSTS Labor otal 42740.68
Materials Total 20339
Equipment Total. 109.66131
Subcontractors Total. 469.57
57,274.95
Grand Total: 153,274.95
A_RMI-Claim Form -Increased Depth-.xlsm PAGE 2 OF 2
1807 of 3458
Time Extension Requested B Days Sub Total: 1
Docusign Envelope ID: DD3792D9-F705B1A0-632C-13FFEB13DEOADA
RIC-vIA"N' INTERNATIONAL, INC.
GENERAL CONTRACTOR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone. (954) 426-1042 Fax (954) 426-0717
3/21/2025 Letter No. 2
Raul Cabrera
Project Manager
City of Miami Beach
Public Works Department
1700 Convention Center Drive
Miami Beach, FL 33139
Re: 30-INCH PARALLEL FORCE MAINS CANAL CROSSING REPLACEMENT ALONG PINE TREE
DRIVE (UNDER FLAMINGO WATERWAY)
Contract #. 24-016-01
Unforeseen Condition Existing Pipe at Increased Depth - Part A
Dear Mr. Cabrera,
Ric -Man International respectfully requests a change order for additional work required to
complete the city project, resulting from unforeseen conditions related to the existing 30" force
mains. The project was originally bid based on design plans that indicated the force main would
be at a depth of 4 feet, as indicated in the provided documents. However, upon further inspection,
it has been determined that the pipe is, in fact, located at an average depth of 8 feet on the north
end, particularly at the points of connection.
In addition to the increased depth, we encountered unforeseen conflicts, including a 6" sewer
line, a 2" service line, and a gas line on the southern portion of the project. These conditions
necessitate significant additional labor and adjustments to complete the installation as planned.
The cost included herein, is solely up to the new proposed plug valve locations. Below is a brief
overview of some of the extra work required, along with an attached Change Order detailing the
breakdown of labor, materials, and equipment costs:
• Dewatering of the entire northern pit, with an increased volume and the need for additional
pumps.
• Additional shoring to tie into the existing force main at a greater depth.
• Additional wellpoint and exploration to locate the pipe and connection points, as the
existing pipe is not positioned as indicated in the plans.
• Cutting, modifying, and refusing HDPE adapters to address unforeseen conflicts.
• Deflecting the 30" HDPE on the project's south end due to unforeseen conflicts.
• Additional labor and material to cut and replace unforeseen conflicts.
Additional MOT equipment and rentals (extra days).
Once we have completed the exploratory work and confirmed the temporary well has the capacity
necessary to dewater the deeper excavation, we will present the anticipated cost to complete the
tie-in.
1808 of 3458
Dowsign Envelope ID: DD3792De-F70"1A 32G8FFEBBDE0ADA
dew
RIC-MAN INTERNATIONAL, INC.
GENERAL CONTRACTOR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone: (954) 426-1042 Fax: (954)426.0717
We appreciate your understanding and look forward to your approval of the attached change order
to proceed with the necessary adjustments. Please don't hest'atR to reach out if you require further
details or clarification.
This change order is based solely on direct cost elements such as labor, material, and stipulated
markups and does not include any amount for changes in the sequence of work, delays,
disruption, rescheduling, extended overhead, acceleration, or impact costs that are impossible to
assess at the present time. Right is expressly reserved to claim for any and all time as well as
these related items of compensable costs prior to the final settlement of this Contract.
Best Regards,
Jake Watterworth
Project Manager
J4k� waM .
Cc: Jeff Crews Enclosed: Change Order #1
Cindy Arevalo
Matt LePera. PE
1809 of 3458
Docusipn Envelope ID: DD3792D9-F705-81AD-0 2C-BFFEBBDE0ADA
RIC-MAN INTERNATIONAL, INC.
defor GENERAL CONTRACTORS
1545 NW 27th Avenue Pompano Beach, Florida 33073
Phone '.(954)426-1042- Fax:(954) 426-0717
Breakdown of Costs
Project : Pine Tree Drive FM Date:
Description: Unforeseen Condition Existing pipe at Increased depth - Part B North side expl(Grand Total: 9
LABOR COSTS
Regular Over Time
CLASSIFICATION oty Hra Rate Sub Totals His Rate Sub Totals
04/10/25
65,979.43
Totah
SUPERINTENDENT
1
29o0
163. 92
4.753.68
- 245.88
Goo
4,753.6E
PROJECT MANAGER
1
3.00
138.04
41412
20706
0.00
414. 1:
FOREMAN
1
40.00
69.02
2,76080
- 103.53
000
2.7608(
OPERATOR EXCAVATOR
1
34.00
5694
1,935.96
6.00 8541
51246
2448.4;
OPERATOR LOADER
1
3400
42.27
1,43718
6D0 6341
38046
1.817.6,
PIPE LAVER
2
34.00
44.86
3.05048
6.00 67.29
807.48
3,857 9(
LABORER
2
3400
27.61
1,87748
600 4142
49704
2, 374.5:
TRUCK DRIVER
1
16.00
38.56
616.96
4,00 57.84
231.36
848. 3:
Subtotal.
19 275 Z
Contractors Fee
10%
1, 927.5!
Subtotal
21 203.01
Labor Total:
21,203.01
MATERIAL COSTS
SIZE DESCRIPTION
CITY -Unit Price
Total%
Asphalt
8 TON 115.00
920.00
Rock F57 Stone
12TON 860
103.2C
.
1,023
Sales Tax @
7.50%
76 74
LCSubtotal
Subtotal.
1,09994
ontractor's Fee
10.00%
109.99
Material Total:
1,209A3
EQUIPMENT
Operating
T pe Model
Cry
His
Rate
Sub Total
Costs
Sub Total
Total
BACKHOES
CAT 3280 347 MT
1
40
128.05
5, 12200
73.97
2,95E 80
808080
2cy
1
40
8.32
33280
14E
5800
390.80
LOADERS
Komanu WA320 198HP
1
40
74.84
2.993 60
32 91
1.316.40
431000
TRUCK
..
Tn-Axel Dump Truck
1
20
51.13
1 02260
103.27
206540
3,08800
PICKUPS
-
v
SUPERINTENDENT TRUCK
1.00
35
13.90
48650
42.98
150430
1.990. so
PROJECT MANAGER TRUCK
1 00
3
12.50
37.50
42.98
12894
166 44
I/. Ton Single Cab
2
40
12.35
98800
2305
1 8" 00
2 832 O0
1 Ton Utility P-U
1
40
12.35
49400
17.42
69690
1, 190.80
CUTTING TOOLS
Saw Edco 14'Stmet
1
20
26 91
53820
0.00
0 00
538.20
PUMPS_
Well Point Pump 10"'
1
40
41 71
1668.40
21.70
86800
2536.40
A_RMI-Claim
Form #2-
Exploratory increased depth-.xlsm
PAGE 1 OF 2
1810
of 3458
Docusi9n Envelope ID: DD3792D9-F70S81AD8UC-BFFEBBDE0A0A
Header Pipe(20')
15
40
5.12
3,07200
008
4800
3.121
Discharge Pipe(20')
30
40
2.26
2,71200
008
96.00
2,801
Jet Pump 6'
1
40
40.37
1.61480
17.00
680.00
2,29d
Jet Hose (50')
1
40
T37
174.80
0.08
320
171
6' Multi Purpose Pump
1
24
23.89
568.56
10.00
240.00
801
S' Suction Hose (25')
2
24
387
185.76
0.10
4.80
191
6" Discharge Hose (60')
4
24
235
22560
0.10
960
23!
WETY
'al
9d"mal
Ic:�'
Trench Box 8" x 8' x 16'
1
40
28.26
1 130 40
1.05
42.00
1.17,
OTHER
_ .
. , I
_.. '
S ", -Mal
:, d
Small Tod;
1
40
44�40
1,776,00
4.60
18400
1,961
Steel Plates (Per Dayl
4
4
7600
1,21600
0.00
0.00
1,21,
14 1n
Fee 10.00% 3,910.
- SUBCONTRACTOR
DESCRIPTION
OTV Unit
Price
Totals
Haul Disposal
2 LD
135,00
270.00
Portable San. Facilities
4 FJD
4,85
1940.
TRAFFIC MAINTENANCE
Oty
Unit
Rate
Oty Unit
Totals
BamcadeslDrums
225
EA
0.14
4 Days
126.00
Signs Large
22
EA
029
4 Days
25.52
Pedestrian LCD
2
EA
040
4 Days
3.20
Arrow Board
2
EA
7.50
4 Days
50.00
Type H Corrals
4
EA
036
4 Days
5.60
Subcontractor Total:
509.72
Subtotal.
509.72
Contractors Fee 750%
38.23
Subcontractor Total:
547.96
r SUMMARY OF COSTS Labor Total 21 203.01
Materials Total.
1 209.93
Equipment Total
43018.54
Subcontractors Total.
5479
Time Extension Requested
4 Days
Sub Total:
65,979.43
Grand Total:
65,979.43
A_RMI-Claim Form #2- Exploratory increased depth-.xism PAGE 2 OF 2
1811 of 3458
13owsi9n Envelope ID: DD37921osF70r,81AD-832CAFPEB8oe0mA
� RIC-141A �' INTER'NTAL, I SIC.
/ GENERAL CON?RACTOROTOR
1545 NW 27TH Ave - Pompano Beach, Florida 33069
Phone: (954) 426-1042 Fax .(954)426-0717
4/1012025 Letter No. 3
Raul Cabrera
Project Manager
City of Miami Beach
Public Works Department
1700 Convention Center Drive
Miami Beach, FL 33139
Re- 30-INCH PARALLEL FORCE MAINS CANAL CROSSING REPLACEMENT ALONG PINE TREE
DRIVE (UNDER FLAMINGO WATERWAY)
Contract #. 24-016-01
Unforeseen Condition Existing Pipe at Increased Depth — Part B North Side Exploration
Dear Mr. Cabrera,
Ric -Man International respectfully requests a change order for additional work required to
complete the city project, resulting from unforeseen conditions related to the existing 30" force
mains. The project was originally bid based on design plans that indicated the force main would
be at a depth of 4 feet, as indicated in the provided documents. However, upon further inspection,
it has been determined that the pipe is, in fact, located at an average depth of 8 feet on the north
end, particularly at the points of connection.
In addition to the increased depth, the 30" force mains located on the north side are not in
accordance with the original plans and are, at a minimum, twice the anticipated depth. These
unforeseen conditions require substantial additional labor, dewatering efforts, and on -site
adjustments to accurately locate and complete the installation as intended.
The costs outlined herein reflect the effort to identify and confirm the location of the existing
lines, determine if additional materials are necessary, and provide location and information for
300 Engineering to redesign the connection points to the existing force mains. Below is a brief
summary of the additional work required, along with the attached Change Order, which provides
a detailed breakdown of labor, material, and equipment costs.
• Additional roadway and pedestrian MOT
• Exploration of the northern area to locate existing lines and verify the condition of existing
pipes
• Set up, Install, and remove Wellpoints.
• Dewatering of the entire northern pit, with an increased volume, duration, and the need for
additional pumps.
• Temporary Restoration of pits, roadway, and sidewalk.
• Additional shoring.
• Additional labor and material to safety the pits and locate force mains.
• Additional equipment and rentals (extra days).
1812 of 3458
Dp sign Enwe pe ID: DD378]D%-F70581AD832"FFEBBDEOADA
RIC-MAN INTERNATIONAL, INC.
/ GENERAL CDNTRADTDR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone: (954) 426-1042 Fax (954) 426-0717
Once we have completed the exploratory work and confirmed the temporary well has the capacity
necessary to dewater the deeper excarvotion, we will present the anticipated cost to complete the
tie-in.
We appreciate your understanding and look forward to your approval of the attached change order
so we can proceed with the necessary adjustments. Please don't hesitate to reach out if you
require further details or clarification.
This change order is based solely on direct cost elements such as labor, material, and stipulated
markups and does not Include any amount for changes in the sequence of work, delays,
disruption, rescheduling, extended overhead, acceleration, or impact costs that are impossible to
assess at the present time. Right is expressly reserved to claim for any and all time as well as
these related items of compensable costs prior to the final settlement of this Contract.
Best Regards,
Jake Watterworth
Project Manager
Cc:Jeff Crews Enclosed'. Change Order #1
Cindy Arevalo
Matt LePera, PE
1813 of 3458
Doarsign Envelope ID: DD3792DI WR15&81A"32GBFFEBBDEOADA
RIGMAN INTERNATIONAL, INC.
GENERAL CONTRACTORS 40*
1545 NW 27th Avenue - Pompano Beach, Florida 33073
Phone. (954( 426-1042 - Fax: (954( 426-0717
Breakdown of Costs
Project : Pine Tree Drive FM
Description: Proctor 8 Density Tests Proposal
LABOR COSTS
MATERIAL COSTS
SUBCONTRACTOR
Field Density Tests (Mm 4 tests per trip)
Site Visit to Pick-up samples (when not on site for tests)
Limemck Bearing Ratio Tests
Concrete Compression Test (4 Cyl/Set + Slump)
Time Extension Requested 0 Days
Data: 04116125
Grand Total: $ 7,692,98
Over Time
ub Totals Hrs Rate
F 100 - 207.06
Contractors Fee 10% 345
Subtotal 3,796.
Labor Total: 3.796.
Sale, Tax g 750%
Subtotal.
Contractors Fee 1000%
Material Total:
iTY Unit
Price
5
EA
135,00
36
EA
40.00
5
Trip
100.00
1
EA
28500
5
Set
145.00
Subtotal'. 3 625.00
Contractors Feebcontractor 7 50% 271.88I
SuTotal: 3,811il
r SUMMARY OF COSTS labor Totac 1
Materials Tolaf 0.00
Egmpment Total. 0 00
Subcontractors Totat. 3 8896.88
Sub Total: 7,692.96
Grand Total: 7,692.99
Proctor. Density Proposalxlsm
1814 of 3458
PAGE 1 OF 1
Docusign Envelope ID: DD3792D9-F705-81AD-832C-BFFEBBDEDADA
QuEST
Gent Ric-Mw Inlanwbo 1al, Inc.
1545 NW 27 Avenue
Pomporro Bach, FL - 33D69
Attention Mr Jake WalteMath
Ph
(964)426 1042
Fax
(964)426 D717
Mot
aMai
Jskem@rlc-man us
Consu" EreghlMrbtg Twbng
SHORT FORM AGREEMENT
Prgect Profect 24-MBFM
4949 Pine Tree Drive
Mramr Bead) FL
Prop No. P-25092
Dew 04l14125
Bid p
MEM
NO
DESCRIPTION
UNIT QUANTITY
AMOUNT
S $
1
Modified Proctor (T-180) Tests
Each
135.00
2
Limerock Seanq Ratlo Teets
Each
29500
3
FiWd Denaltr Tea (Min 4 lest, per Trip)
Teat
40 OD
4
Concrete C9mpraWon Tests (4 CylJSet I Sksnp)
So(
145 00
5
Site Visit to Rek-up Samptee (~ not os nb fa tam)
Try
100.00
Condom, 1. Thewwk wB bodory In accordp wall ate attached OuEST Gensil Cond bam
2 Servlcn not kited have wS be gupm request Horsty rain belied on pun portakto-WW times
3. Slsldby krne for agirman lg tecllncian will be IdAW at $60 00 pW hour
4. We will only tit you for to ataal WOLO Of tuM doM. sulbrd W bat minmum9.
5 Additmi tan wie be IAIwO at the sane arA rates.
S,now0y.
Ouest Engn nn0 Services 8 T"inp Inc
AoceoWlce
Agmad In by ___.. —_—. ___..__.. 011
Sgnature _
Title:
Company
O eat Engwww" % 4 T4ete Inc 27J7 NW 19 St p pans ll C , FL 3300 Rl f"4) sat 9" � 9pa4rergg cp
1815 of 3458
Docusign Envelope ID:
I ►AIll AND SCOPE OF 1011 1(: puast Er ri welq SarvcM 6 Tesonq mc. lNetp eMlw Cole ree m M' Srl
dray a+Wds sad mmpww or U brwnth. wOa4my Or dlikow pMonniy era aOrL Wprm' means tee a ii
pfirs. m8, er'M Wr oarw awvba to M t to W ci by GUEST ST Iw farm a ng a _ 'are r 'Clyrf ryroR m tlb
occ4p or b Y OUE entity op+ "y +art m a [bN by am T TM Weanly2 d w o " p QEST a eve N
aoupbnp y GUE$Te proposal are Mw Garwel CWn"roM TIy Wm assralw aWe raAponaaMfl b Mlan�rinp
wreaswr 8tB SrwIR4 an" the rWaaa d Ne work u"rnA w Ins clra :. ads V b ere KA .s Incwe"se "I"a, e
Tea amp d Wu rr.IfM apM not hepL"e wlFs'^0 ft/frpaareM win 18Mn eaaaY arNW PS+U aafery nanram►w
2. SCSEDISJNG OF WOIU(: The swe'Irla sal fprp In GrE$Ti popwr altar wan a afCepsamete rill N xmmpllshM
m a amry an" pmPrudW pave by QE ST w lea w� of ampaa" II QE$T a f .hw p p rlM\'ay carmancer,f pi pP
IN, rvl or a r t b spopurn Or in the
apr pTpra d Its wah ass ration pl caw beer t n ma acing pl ma eNrM
ragrwaMa M sr aunt e'IanuDUwe In ft propw d mnsavabn. W o8rw carve e•yvb bw "iran rwwrbe
rone'd d GUEST. ea"nlaW WSaa M N apfYraero wrp peyabla by -lye.
2 ACCESS TO SRE. Clwr( will proa0a Te equa iff acuM to 8re rb for Q:EST to perbne en sons GUEST ahM
baa raaamaLVa mrwraVprKgApns to mnlm ve amnapa b li w m ma rron & ip wvit or IM uN of a
enoi, enl PuES� camol 4 led" rrpmsp4 b ry 4nMpa nsukln8 bam M Wbrv,J W IncwNnW b tee errb
a. SAMPLE DISPOSAL Tact %mit rrws or aampfm MII be lNpaaap .larw6rely rpm wrrplebon dew tat NI
tlr+rle .soul., s .p.C.rwla.N C. a.po..a u.n Iw) e.y, der awmupon m wEsra Ia i
6, PWAWOMOSILITN tyEST ,sari rot be Iespoeii b aupervlrrO or rlpAwmiwrby bw a. n,,epi asWspi
aaalmrlwe Or ImpMS.nr of mrNatmpbart. eerua8fmp rM"ninb w A11acNV P* -te-011 mcenvp h-li a -WV Or
neni,,e nGYFE$T vnipltuoa"^7in nMpu "pbrgAyeto cswtorpy 10
0i IacmWSI Y pnWwawaay. WCMb IB r,apwueb 1p Brava IW GC are ttS+w
IlApaty alsurneca
6 STAMGAMD OF CAME OEST .amram a SWI M Mgng,. remmmaMrwrA. apadlmaorw. or prCbacrr Mawr.,
rarnrna" hwrn, hoes wan womlAMW rM bill props n acowMini MEI Witel Sit Wafamral
WiSnewbp bracbpa in " In"wal" No aaw wwracer en ImpN" W alprra l Sbgrmwte n1w"a in GUEST,
raDWU win <plrbrs blasae upon a^Drlaws'O eApmwea wel rbtaa not be co ititi r lam ShmW Ou"T or "
of a walarby wrplayMe be Im" to Ibsa pawn nadl8i, in " paatmmwpa of IS wpr, fW aw Contract cu l aY
Pi arnlnb mrogn dwn ra al paver ctrrrrp b Nw - wry way Falb" upon GUEST, .bra Mrea bw eve
madmum appwpb wnym Of lee liabary OF QEST Its d8®s brrplpNsa wm" Marls "I M linUG m S10,0 DD
a 8le srr yn ent d fM pw m OuEST nor a wWa Pipe, e" m eel prgApl. r.rseheMr tun is yaaDar
T. PAVIENT clam •pAaa m pill,
Wei Anyaba Mwn ywwry 8va (25) "M d 4 rawiP dyn hobs apses b pry serer m ae saver nmlra" aro
rw y" a Discs," b b .wd ,suss In MnE MSen aab pamb" M bee rW d ryAaan 08) pwown pw wavn vq
pad Own agni to pay OASrs Coal Of mlacbon of all anmbtamM "ua And vpAd Allan awty (80) "ay,, d dN
Corn C wM nrarWla aavmeys low Thee Ganaral Co"Im" an Out roots M QUEST ",e a live,
wfrenewr tibmy b cOGwM par M w*OI/Y Faun b real. paM^wrt w 25 days of ewasv bN8 mUnAe a
I,OeMe of PuE$T ,salt very and rl rLrme whke dwa rlwy Nea in Ipn m wrrincf. Mygw known n ullvrprwl8wr
8. WOEMki Srplrl 10 eV bingo" lamamcm Coll Mrae, m witm fy en" nob OMr, hWmiw Prom an" aDMmal
any wee r :wnasoreepee an",grow i hdm8 nrnube nloma✓s fees asp can cob (n Viii'm "n mul),
a^aerp into d oUEsrs naypwba m aW e"anl Of QUEST', na8a8anm. oya WNW prase", era Mini wuaalow" no Pea
rent d Ie ^adtvwrce a w d ne Wb marawrrra ti ti awry a a Ww r.a aN tiara ,arils pay m OuEST ti
cMY w wpww nrumd q OuE$T b In+raaab. aM+ A erAarb a wegrq neeulMra anpnlaye: wrlror
roM and aM cone b aV aeMM tlw OuE$T pavtla n wd� soil. Tau currlrrmct may err M aeeyred b e asrtl pony
+,etas wnMn sllwrneon hpn OEST oe,rn ,per Sw er,y w urspwlpe rl wravawwrca M ncmmwde" m
pre mwnMrwca nenMl eeakryl8 Wpaeawe are rrbarry ra0,ln uaa" b r • iwarAl d ar. naparavw
S TERMINATION: Tfw Ayteanwn Cory ee permmre" by aibw parry upo' iw Mi pnor vr, ran pap In IN went Of
wme�Aam. OuEsi anal !A nprpwrlaArp by <ly, Or as no Prat Agri [M termb,li INN
nch.4" wmeWy.bb sips,,.
IS. WITNESS FEES: QEsT ampmyAaa enr rn Oe nmlwe" r Mpen »blew ,¢apt by sparwe wren aw, ins
Csarn qeM to pay OUE$ra I"W a+Dwlw. a6mnabaQrw maY line roe W rsowa w CkESrs dean fee ed , b
OuEST )o 1111 any Wbpoane
If. PROVISIONS SPMIA111-E: In are aevnt ary of er prowAmA Or tleaa Gsrarr Coml(nne snow" be bra b M
error" ,mbe, n ear bii, iiai wd tN l.." perliims shad M .1pe ads
12 EMTME AGREENVot oes eprerrwn caeeaAr aW ,tarn un"rabrr"rg d it, Pwtir a.e Cory be w'rwl"e" Wr
Iwmnaaao on, In wmirp, wvbC el, each al pwwr Iwab
QuEST
1816 of 3458
Docusign Envelope ID: DD3792D8f705b8MD-832C8FFEB8DEOADA
RIC-MAN INTERNATIONAL, INC.
GENERAL CONTRACTORS
1545 NW 27th Avenue- Pompano Beach, Florida 33073
Phone:(954) 426-1042 Fax, (954) 426-0717
Breakdown of Costs
Project'. Pine Tree Drive FM
Description: Change of Material -10" Installation
LABOR COSTS
CLASSIFICATION ON Nn
Regular
Rate
Date: 06i30/25
Grand Total: 9 71,945.18
PROJECT MANAGER
1
16.00
13804
2.20864
-
20706
000
2,208.6
FOREMAN
1
3000
6902
207060
-
10353
0.00
2,070E
OPERATOR EXCAVATOR
1
24.00
56.94
1,366.56
600
85.41
512.46
1879.0
OPERATOR LOADER
1
24.00
4227
101448
6.00
63.41
38046
1,394.9
PIPE LAYER
2
2400
4186
2,15328
6.00
6729
80748
2,960.7
LABORER
2
29.00
2761
7801.38
6.00
4142
497.04
2,0984
TRUCK DRIVER
1
2400
38.56
925.44
600
57.84
34704
1,2724
LOW BOY DRIVER
1
8.00
57.94
46352
-
8691
0.00
463.5
u ota
Contractors Fee
10%
1,697.1
Subtotal
18,660.
Labor Total:
18,80.i
- MATERIAL COSTS
10' Restraint wl 31688 bolting Neo Gasket
21 EA
395
8,295
12' Restraint w/ 316S5 balling Neo Gasket
2 EA
445.00
890.(
6" PVC C900 DR 14 pipe 2O' GRN PC305
20 LF
1800
360 (
10' PVC C900 DR 14 pipe 20' GRN PC305
80 LF
6500
5.2DO 1
IT PVC C900 DR 14 pipe 20' GRN PC305
20 LF
6900
1,380.(
10' PVC Bell Joint Restraint 1610 wl 316SS Are
3 EA
53000
1,5901
6' MJ Cap C153 P401
2 EA
45000
900.1
Dixon 6' FLGxPE Camlock adapt
1 EA
394.00
3941
Dixon 6' Alum Dust Plug
1 EA
8100
81.i
6' Restraint MJ DI 1106 wl 316SS rise Gasket
2 EA
22700
4511
6x1/8 FLG acc set wl 316 b8n
2EA
4700
94.i
6' FLG Swing Chk Valve
1 EA
1 700.00
1,700
6" MJ reg acc set w/ 316 blin
2 EA
18000
360.
To!:
6" Mega FLG w/316SS bolts Neo Gasket
2 EA
38500
770.
10"x6" Tee MJ C153 P401
1 EA
Of,
0.
10'00"RAJ Tee C153 P401
t EA
1,38300
1,383,
30'k12" MJ Tee C153 P401
1 EA
9,15300
9,153.
12'x10' Reducer MJ C153 P401
1 EA
1,09700
1,097.
30" Restraint wl 316SS Boring Neo Gasket
2 EA
262500
5.250.
12' FLGxPE DI Pipe P401 2'
1 EA
1.156.00
1.156.
10" MJ 45 C153 P401
4 EA
City
0.
10' MJ UP Sleeve C153 P401
2 EA
City
0
10' MJ Cap C153 P401
3 EA
72500
2,175.
7635 Sewer Valve box 8 Cover
2 EA
27000
540
BRZ Disc f/ I O' VLV MRKR
2 EA
2200
44
VSIO Polywrap 27x374 White 10-12' DIP
1 RL
60000
600
Flowable Fill
1 LS
130658
1306
6" Plug Valve
1 LS
(2.020.00)
2,020
6" EBAA Megalugs wl SS Ace
15 EA
(185 00)
-2,775
6" MJ Neo Gasket w/Acc
15 EA
(42. DO)
630
A_RMI-Claim Forrn 114-10 inch Installationxlsm
PAGE 1 OF 3
1817 of 3458
Doc ign Envelope ID: DD3792D ()"1AD832C-WFEBBMADA
6" TJ P401 zinc coated
100 EA
(55.00)
5.500
6" Tylon Nan Gaskets
5 LF
(16 00)
AO
6" MJ 45 C153 P401 Zinc Coated
4 EA
(413 00)
-1 852
6" MJ Tee C153 P401 Zloc Coated
1 EA
(54400)
-544
6' MJ Cap C153 P401
1 EA
(31500)
-315
VBIO 3"-8" Polywrap
1 FA
(403.00)
403
30x6 MJ Tee C153 P401 Zinc
1 EA
(5,708 00)
5.708.
30' Restraint w/ 316SS Bolting Neo Gasket
2 EA
(2,62500)
.5,250
10' Plug Valves
2 EA
City
0
1
EQUIPMENT
Sales Tax
Contractors Fee
total.
7 '."
$uDrofal
- 10.00%
Material Total:
2 04810 54
22 081 12
2,20S.1t
24,289.23
Operating
Type Model
City
Mrs
Rate
Sub Total'
Costs
Sub iota)
Total
BACKHOES
Komats PC88 8.1 MT
30
85 12
2,553 60
4212
1 26360
3.817 20
LOADERS
I
I, i
KomatsL WA320 198HP
1
30
7484
2,245.20
32.91
987.30
3,232 50
CAT IS 262C 7,9%b
1
30
5720
1,716.00
3547
1,064.10
278010
Skid Steer Bucket
1
30
908
27240
0.00
000
27240
TRUCKS
4'
Mr
Rmr
_c
in'pIY
Tn Axel Dump Truck
1
30
51.13
1533.90
10327
3.098.10
4632 DO
40Ton Low Boy Trader
1
8
29.07
23256
760
60.80
29336
Mack Tr4Mor
1
8
5786
462.88
60.85
486.80
94968
PICKUPS
Jlr,
N -�
„c,
-10, I
,.
- ,., rota:
T
SUPERINTENDENT TRUCK
1.00
16
13.9D
22240
�
4298
687.68
91008
PROJECT MANAGER TRUCK
1.DO
6
12.50
75.00
4298
25788
33288
/. 3Ton Single Cab _
2
30
1235
74100
2305
1,38300
2, 124. DO
1 Ton Utility P-U
1
30
1235
370.50
1742
52260
893. 10
PUMP
Cl3
)
Jet Pump 6"
1
30
40.37
121110
17.00
51000
1,721.10
Jet Hose (50')
1
30
4437
131 10
0.08
2.40
133.50
6" Mum Purpose Pump
1
30
23.69
71070
10.00
300.00
_
1,01070
6" Suction Hose(2S)
2
30
387
232.20
010
6.OD
238.20
6" Discharge Hose (50')
4
30
235
282 00
010
12,00
294.00
Small Tools
30
4440
'.33200
460
13800
147n OD
Contractors Fee 1000/
SUBCONTRACTOR
Portable San. Facilities
3 @D
4.85
14
TRAFFIC MAINTENANCE
City
Unit
Rate
Cry Unit
Tol
Bamcades/Drums
200
EA
0.14
3 Days
M
Signs Large
8
EA
0.29
3 Days
6
A. Board
2
EA
750
3 Days
45
Type H Corrals
4
EA
D 35
3 Days
4
Subcontractor otal:
1,2 6
Subtotal.
1,276
Contractors Fee 7.50 0
95
r SUMMARY OF COSTS LaborTotal 18.668 21
Materials Total 24,289 23
Equipment Total 27,615 28
A_RMI-Claim Form ff4-10 inch Installation.xlsm PAGE 2 OF 3
1818 of 3458
Docusi9n Envelope ID: 313379209�05-81AD-832CAFFEBBOEOAOA
5ubcontractors Totalt 372 4¢
Time EAenslon Requested- 4 Days I Sub Total. 71,945-18
Grand Total: 71,945.18
A_RMI-Claim Forrn 714-10 inch Installation.xlsm PAGE 3 OF 3
1819 of 3458
Docusign Envelope ID: DD3792D9-FT05411AD432 FFEBBDEOADA
RIC-MAi\ INTERNATIONAL, INC. 49*
GENEIIAL CONTRACTORS
1545 NW 27m Avenue Pompano Beach, Florida 33073
Phone (954)426-1042 Fax: (954)426-0737
Breakdown of Costs
Project Pine Tree Drive FM Date. 06126125
Description. Additbonal Fittings Needed due to Unforeseen Conditions CONS Grand Totalf 208,994.67
r LABOR COSTS
CLASSIFICATION Gry
Hrs
Rate
Sub Totals Hrs
Rate
Sub Totals
Totals
SUPERINTENDENT
30.00
16392
4917.60
24-88
00
4,91760
PROJECT MANAGER 1
300
13B 04
414.12 -
20706
0.00
414 12
FOREMAN 1
4200.
69.02
2,89884 -
103.53
0.00
289884
OPERATOR EXCAVATOR 1
4200
5694
239148 -
8541
0.00
2391.48
OPERATOR LOADER 1
4200
4227
1, 775.34 -
6341
0.00
1775.34
PIPE LAYER 2
4200
4486
3,768.24 -
6729
0.00
3,768.24
LABORER 2
4200
27.61
2,319.24 -
4142
0.00
2,319.24
TRUCK DRIVER 1
8.00
3856
30948
57.84
000
30848
—Subtotal
3.34
Contractors Fee
10%
1,679.33
Subtotal.
20,672.67
Labor Total:
20,672.67
MATERIAL COSTS
SIZE DESCRIPTION
OTY Unit
Price
Totals
30'MJ45 C153 P401 Zinc
2EA
6, 198.00
12,39600
30' MJ 22-1/2 C 153 P401 Zinc
3 EA
5,80000
17,40000
30'MJ 11-1l4 C153 P401 Zinc
2EA
555400
11, 108.00
30' MJ Sleeve C153 P401 Zinc
5 EA
5340.00
26.700.00
30" EBAA Megalug MJ DI PST wl SS accessories
24 FA
2,62500
63,000 00
Rock 57 Stone
1 Ton
2380
2380
EQUIPMENT
me Model
City Hrs
Rate
Sub Total II
Sales Tax @
Contractors Fee
Operating
Costs
7.50%
Subtotal.
1000%
Material Total:
Bub Total
9,797
140424
14,042
154,467
To
ACKHOES
AT 328D 34]MIT
1
42
12805
5.37810
73.97
3 106 74
8484
PECIALTV BUCKETS
;..
:y
1
42
8�32
34944
145.
0090
410
DADERS
j
imatx WA320 198HP
1
42
7484
3,14328
32.91
138222
4, 525
sconnect Forks
1
42
807
33894
1.80
7560
414
16c Attachment
1
42
232
9744
1.27
5334
ito
RUCKS
-
I
1
-Axel Dump Truck
1
8
5113
40904
10327
826 16
1.235
CKUPS
I
JPERINTENDENT TRUCK
100
30
1390
41700
4298
728940
1,706
Ton Utility P U
1
42
1235
518 70
1742
731 64
1,25D
DAD WAV
lmot Sweeper Ford Broom
1
4
15618
624 72
2222
8888
713
CUTTING TOOLS
't-0B Saw(StiM)
1
12
807
9684
2.10
2520
122
A_RMI-Claim Form #5-Additional Fittingsxlsm
PAGE 1 0172
1820 of 3458
Docusign Envelope 10: DD3791D&F70" t AD-fl C4 FFEBSDEOADA
INSTRUMENTS
-
Leyel Survey Instrument
1
42
12.62
530.04
PUMPS
...
F
I
Well Point Pump 10"'
1
42
41 71
1,751 62
Header Pipe(20')
15
42
512
3225.60
Discharge Pipe (20')
30
42
2.26
284760
OTHER
Small Tools
1
42
4440
1.864 �80
_.c Iota
105
86.10
616.
Sub Total --
2170
91140
2,663.
008
5040
3 276
0.08
100.80
2 948
Total
�193.20
460
205B.
Fee 10 00 %
.SUBCONTRACTOR
DESCRIPTION
OTY Unit
Pride
To
Portable San. Faolsties
4 E/D
485
9
TRAFFIC MAINTENANCE
Oty
Unit
Rate
Oty Unit
To
BanlcadeslDrums
200
EA
0.14
4 Days
11:
Signs Large
8
EA
0.29
4 Days
Arrow Board
2
EA
7.50
4 Days
61
Type H Canals
4
EA
0 35
4 Days
Subcontractor o
Subtotal
20
Contractor's Fee 7.50%
1
r SUMMARY OF COSTS abor otar67267,
5 Materials Total. 14 467 38
Equipment Total. 33 63287
Subcontractors Total 221.75
Time Extension Requested. 4 pays Sub
Total: 208,994.87
Grand Total: 208,994.87
A RMI-Claim Form #5-Additional Fittingsxlsm PAGE 2 OF 2
1821 of 3458
Total: 208,994.87
Grand Total: 208,994.87
A RMI-Claim Form #5-Additional Fittingsxlsm PAGE 2 OF 2
1821 of 3458
Dowsign Envelope ID: DD3n2D3-F70"1AD-03209FFEBB0EOADA
RIC-14AN INTERNATIO vTAL, INC.
dGpr GENERAL CONTRACTOR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone. (954) 426-1 D42 Fax (954)426-0717
8/15/2025 Letter No. e
Raul Cabrera
Project Manager
City of Miami Beach
Public Works Department
1700 Convention Center Drive
Miami Beach, FL 33139
Re: 30-INCH PARALLEL FORCE MAINS CANAL CROSSING REPLACEMENT ALONG PINE TREE
DRIVE (UNDER FLAMINGO WATERWAY)
Contract #: 24-016-01
Additional Fittings Due to Unforeseen Conditions.
Dear Mr. Cabrera,
See attached Change order for breakdown of costs required to Furnish & Install the
additional fittings needed due to unforeseen conditions on the City of Miami Beach Parallel Force
mains Canal Crossing Project.
The costs outlined herein reflect the additional material and work necessary to complete the
new 30" Force main and tie into the existing system- Below is a brief summary of the additional
work included but not limited to, along with the attached Change Order, which provides a detailed
breakdown of labor, material, and equipment costs.
• Additional roadway and pedestrian MOT
• Additional Fittings.
• Additional Megalugs, Gaskets & Accessories.
• Additional equipment and rentals (extra days).
• Delivery of Materials.
• Additional labor required for installation due to unforeseen conflicts.
This Additional material was previously Approved by you during City Progress meetings in order
to minimize any excessive project delay due to the extended lead time on 30" DIP Fittings. The
Total additional cost of these fittings and accessories with labor is $208,994.67. However, these
items replace three 30" DIP Tees called for in the original plans, resulting in a Creditof $62,091.89.
Resulting in a net increase of $146,902.78 to the contract amount.
We appreciate your understanding and look forward to your prompt approval of the attached
change order so we can proceed with the necessary adjustments, agreements and material
orders. Please don't hesitate to reach out if you require further details or clarification.
This change order is based solely on direct cost elements such as labor, material, and stipulated
markups and does not include any amount for changes in the sequence of work, delays,
disruption, rescheduling, extended overhead, acceleration, or impact costs that are impossible to
assess at the present time. Right is expressly reserved to claim for any and all time as well as
these related items of compensable costs prior to the final settlement of this Contract.
1822 of 3458
Dmusign Enwlope ID: DD37921)4F70581AD832CbFFEBBDEDADA
�/�� RIGVIAN INTERNATIONAL, INC.
�/ GENERAL CONTRACTOR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone '(954)426-1042 Fax:(954) 426-0717
Best Regards,
Jake Watterworth
Project Manager
Cc:Jeff Crews Enclosed: Change Order #5
Cindy Arevalo
Matt LePera, PE
1823 of 3458
Dowsi9n Errvelope ID: DD9792D&F70"1AD-932GBFFEBBDEOADA
RIC-MAN INTERNATIONAL, INC.
GENERAL CONTRACTORS
1545 NW 27th Avenue - Pompano Beach, Florida 33073
Phone: (954) 476-1042 - Fax :(9541426-0717
Breakdown of Costs
Project: Pine Tree Drive FM Date: 09/24r25
Description: Bypass, Linestops & Deeper Pipe Connection Negotiated LS: $ _ 1,150,000.00
DESCRIPTION
CITY
Unit
Price Total
Remobilization
1
LS
1 23,000.00 23,00000
Subtotal 23.000.00
10" Bypass
DESCRIPTION
CITY
Unit
1 Price
I Total
NERC B ass Pump Rental
1
I LS
1 10.750.00
1 10,750.00
Labor & Mat for 120 LF of 10- Bypass
1
1 LS
1 90,982.00
1 90,982.00
10- Check Valve & Appurtenances
1
I LS
1 7.160,40
1 7, 160.40
30" Line Stops and Temporary Interconnect
De
Subtotal 108,892.40
DESCRIPTION
OTY
Unit
Price
Total
Ran eline Double Linestop
3
EA
95 804.00
287,412.00
Ran eline 30" x 24" CIP FM Test and TapoNy
2
EA
3,844.25
7,688.50
Tapping valve and saddle
2
EA
43,116.00
86.232.00
Labor & Equipment for installing tapping saddles
2
EA
31,345 00
62.690.00
Labor & Mat for 50 LF of 24" Bypass
1
EA
84,089.00
84,089D0
Credit for not engaging double Line Stop
LS
52,145,02
Labor & Equipment for installing and encasing in concrete saddles,
Incl. MOT
6
EA
70.738.00
424,428,00
Subtotal 952 539,50
'per rI wnnealon
DESCRIPTION
CITY
Unit
Price
Total
Labor & Equipment for deeper installation, Inc]. shoring
1
LS
I 65,568.10
I 65,568.10
Subtotal 65,568. 10
Note:
RMI assumes no liability for the existing pipe failure.
This negotiated lump assume excludes unforeseen conditions.
City to provide time for low peak flows (less than 2fps) to engage and disengage line stops.
City forces to coordinate the drawdown and operation of pump stations connected to the system.
City to coordinate and obtain approval for Noise Ordinance Wavier and Night Work.
City to coordinate and obtain approval for full lane closure.
Line Stops are to be performed during after hours. Remainder of the work to be performed during regular hours.
Provided this is a negotiated lump sum. RMI reserves its rights to renegotiate if any scope is reduced or eliminated
Restoration is to be paid under the contract fine items.
Change order needs to be approved by November 2025 for City to avoid incurring in additional insurance and overhead
1824 of 3458
Docusign Envelope 10: DD37920&F706-81ADA32C-BFFEBBDECADA
RIC-MAN INTERNATIONAL, INC.
GENERAL CONTRACTORS
1545 NW 27th Avenue - Pompano Beach, Florida 33073
Phone:(9541426-1042 Fax: (9 54) 42 6-07 17
s Breakdown of Costs
Project Pine Tree Drive FM Date: 07/15/25
Description: Additional Work Required for Tie ins due to unforeseen conditions Grand Total: f 173,424.63
LABOR COSTS
PROJECT MANAGER
1
B.00
13B 04
1104,32
207.06
0.00
1,11]
FOREMAN
1
9000
69.02
6,211.80
-
103.53
0.00
6,21
OPERATOR EXCAVATOR
1
7200
56.94
4,09968
1800
85,41
1.537.38
5,62
OPERATOR LOADER
1
7200.
42.27
3,043.44
1800
63.41
1,141.38
4,16
PIPE LAVER
2
7200.
44 86
6.459.84
1800
6729
2,422.44
8,8E
LABORER
2
7200.
2761
3,975.84
1800
4142
1491.12
5,4E
TRUCK DRIVER
1
16.00
38.56
61696
400
57.84
231.36
84
— MATERIAL COSTS —
SIZE DESCRIPTION
Concrete Flovable Fill
lLt It Sr d,0 Ur1N
Rock #57 Stone
EQUIPMENT
347 MT
198HP
'1-Axel Dump Truck
ICKUPS
UPERINTENDENT TRUCK
ROJECT MANAGER TRUCK
Ton Single Gab
Ton Utility P-U
LIMPS
fell Point Pump 10"'
eadsr Pipe (20')
iscnarge Pipe120'I
Contractor's Fee 10% 4
Subtotal. 47
oTY Unit
Price
20 bV
173.90
G.•P ' 1
Pi.-u
18 TON
23.80
3,478
Sales Tax @ 7.50%
Subtotal'. 4,
Contractors Fee 10.00%
Material Total: 4.
1
90
12805
11,52450
73.97
6,657.30
18,181
I
Total
1
90
8 32
74880
1 45
13050
879
owe
1
90
74 34
6 72560
3291
2.961 90
9.697
1
20
5113
1,02260
103.27
2.06540
3,088
�tj
•
100
65
13.90
903.50
42.98
2, 793.70
3,697
1 00
4
12.50
50.00
42 98
171 92
221
1
90
1235
1,11150
2305
2074.50
3,186
1
90
12 35
1.111 50
17 42
1 56780
2,679
�
1
90
41.71
3,75390
2170
1,953.00
5,706
15
90
5 12
6,912.00
008
10800
7,02C
30
90
2.26
6, 10200
008 -
216.00
6,318
A_RMI-Claim
Form #7- Tie Insxlsm
PAGE 1 OF
2
1825 of 3458
Docusign Envelope to: DD379209�0681AD-832C-BFFEBBDEMDA
Jet Pump 6"
Jet Hose (50')
6` Multi Purpose Pump
6" Suction Hose (25)
" Discharge Hose(50')
Siltation Box
SAFETY-
Trench Box 8" x 8' x 16'
ITrench Shleius Plates 10x20
'.Ladder
OTHER
Small Tools
1
1
1
2
4
1
1
13
t
90
90
90
90
90
90
90
90
DO
90
40.37
4.37
2369
387
2.35
11.84
at.
28.26
2321
545
4440
3,63330
393 30
2.132 10
69660
84600
1.06560
,I
254340
27.15570
49050
3,99600
17.00 1, 530.00
008 7 20
10.00 90000
010 16.00
010 36.00
018 16.20
1.05 9460
0.26 304 20
008 720
4,60 414 00
5, 163.30
400.50
3,032 10
714.60
88200
108180
,
2.63790
27,45990
49770
4 410.00
Equipment Total:
106,955.72
Contractor's Fee 10.00%
10.695.57
Equipment Total:
117,651.29
- SUBCONTRACTOR
DESCRIPTION
CITY
Unit Price
Totals
Haul Disposal
2
LD 230.00
46000
Brothers concrete Pumping
1
LS 2,244.00
2,244.00
Dumpster
9
FID 30.67
27603
Portable San Facilities
9
EID 13.27
11943
TRAFFIC MAINTENANCE
City
Unit
Rate City Unit
Totals
Barricades/Dmms
225
EA
0.14 9 Days
283.50
Signs Large
22
EA
0.29 9 Days
57.42
Pedestrian LCO
2
EA
0.40 9 Days
7.20
Arrow Board
2
EA
750 9 Days
13500
Type H Corrals
4
EA
035 9 Days
12.60
Subcontractor Total:
3,396.18
Subtotal
3,595.18
Contractors Fee 750%
269.64
Subcontractor Total:
3,864.82
r SUMMARY OF COSTS Labor Total 47,2 940
Materials Total
4.619 32
Equipment Z.a
11%51.29
Subcontractors Total:
3,864 . 82
Time Extenson Requested.
9 Days
Sub Total:
173,424.83
Grand Total.
173,424.93
A_RMI-Claim Form #7- Tie Ins.xlsm PAGE 2 OF 2
1826 of 3458
Docul Envelope ID DD3782D0-F70S81AD832C-BFFEBBDEMM
GC W"X RIC-M ti INTERNATIONAL, INC.
GENERAL CONTRACTOR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone. (954) 426-1042 Fax .(954)426-0717
7/15/2025 Letter No. 7
Raul Cabrera
Project Manager
City of Miami Beach
Public Works Department
1700 Convention Center Drive
Miami Beach, FL 33139
Re: 30-INCH PARALLEL FORCE MAINS CANAL CROSSING REPLACEMENT ALONG PINE TREE
DRIVE (UNDER FLAMINGO WATERWAY)
Contract #: 24-016-01
Additional Work required for Tie -ins -
Dear Mr. Cabrera,
See attached Change order for breakdown of costs required to complete the 30" Tie-ins
due to unforeseen conditions on the City of Miami Beach Parallel Force mains Canal Crossing
Project.
The costs outlined herein reflect the work necessary to complete the new 30" Force main and
tie into the existing system. Below is a brief summary of the additional work included but not limited
to, along with the attached Change Order, which provides a detailed breakdown of labor, material,
and equipment costs.
• Additional roadway and pedestrian MOT
• Additional excavation for increased depth.
• Additional shoring due to increased depth.
• Set up, Install, and remove Wellpoints due to increased depth.
• Additional equipment and rentals (extra days).
• Work dictated in Bypass Plan provided by the city - Steps #5,8. Only additional work per
given design.
• Additional labor required due to unforeseen conflicts.
• Flowable fill and Pumping rentals.
We appreciate your understanding and lookforward to yourapproval of the attached change order
so we can proceed with the necessary adjustments, agreements and material orders. Please don't
hesitate to reach out if you require further details or clarification.
This change order is based solely on direct cost elements such as labor, material, and stipulated
markups and does not include any amount for changes in the sequence of work, delays,
disruption, rescheduling, extended overhead, acceleration, or impact costs that are impossible to
assess at the present time. Right is expressly reserved to claim for any and all time as well as
these related items of compensable costs prior to the final settlement of this Contract.
Best Regards,
Jake Watterworth
Project Manager
1827 of 3458
D000sign Envelope ID: D1337921D9-F70541A 32C-BFFEBBDEOADA
RIC-MAN INTERNATIONAL, INC.
GENERAL CONTRACTOR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone --.(954)426-1042 Fax. (954) 426-0717
Cc: Jeff Crews Enclosed: Change Order #7
Cindy Arevalo
Matt LePera, PE
1828 of 3458
Docusi9n Emalope ID: DD3792D9-F7068IA 2GBFFE8BDE0ADA
RIC=MAN INTERNATIONAL, INC.
GENERAL CONTRACTORS
1545 N W 27th Avenue - Pompano Beach, Florida 33073
Phone (954)426- 1042- Fax:(954) 426-0717
Breakdown of Costs
Project: Pine Tree Drive FM
Date:
08/15/25
Description: Additional Work Required for Striping the expanded asphalt Scope
Grand Total: S
___6,257_93
— LABOR COSTS
Regular
Over Time
CLASSIFICATION CIy
His Rate Sub Totals
Hm Rate
Sub Totals
Total,
PROJECT MANAGER 7
300 138.04 414.12
- 207.06
0,00
414A2
Subtotal
414.1,
Contractors Fee
10 %
41.41
Subtotal
455. 52
Labor Twat:
455.51
— MATERIAL COSTS
Subtotal
0.0
Sales Tax Q
7.50%
0.0C
Subtotal:
OOC
Contractors Fee
10,00%
0.00
Material Total:
0.00
SUBCONTRACTOR
DESCRIPTION
Additional Striping for extended Asphalt
TRAFFIC MAINTENANCE
Barncades/Drums
Signs Large
Pedestnan LCD
Arrow Board
Type H Corrals
CITY Unit
Price
1 LS
5,342.50
CRY
Unit
Rate
Dry Link
225
EA
0.14
1 Days
22
EA
0.29
1 Days
2
EA
040
1 Days
2
EA
750
1 Days
4
EA
035
1 Days
Subcontractor Total:
5,397.58
Subtotal.
539758
Contractors Fee 7.50%
404.82
Subcontractor Total:
5,802.40
r SUMMARY OF COSTS Labor roal 455.53
Materials Total
0 00
Equipment Total
0.00
Subcontractors Total
5 8C2 4
Time Extension Requested' 1 Day Sub Total:
6,257.93
Grand Total: 6,257.93
A_RMI-Ciaim Form #8- Striping.xlsm PAGE 1 OF 1
1829 of 3458
Docuscn Envelope JD: DD3792D9-F705A1AD-532C-BFFEBBDEOADA
dc�� RIC-MAN INTERNATIONAL, INC.
/ GENERAL CONTRACTOR
1545 NW 27TH Ave Pompano Beach, Florida 33069
Phone: (954) 426-1042 Fax: (954) 426-0717
8/1512025 Letter No. 9
Raul Cabrera
Project Manager
City of Miami Beach
Public Works Department
1700 Convention Center Drive
Miami Beach, FL 33139
Re: 30-INCH PARALLEL FORCE MAINS CANAL CROSSING REPLACEMENT ALONG PINE TREE
DRIVE (UNDER FLAMINGO WATERWAY)
Contract ft 24-016-01
Additional Work required for Increased scope of striping.
Dear Mr. Cabrera,
See attached Change order for breakdown of costs required to complete the additional
striping necessitated due to the increased scope of asphalt area utilizing the Cities Imestop &
Bypass plan on the City of Miami Beach Parallel Force mains Canal Crossing Project.
The costs outlined herein reflect the work necessary to complete the additional striping
required to cover the additional asphalt area per specifications. Below is a brief summary of the
additional work included but not limited to, along with the attached Change Order, which provides
a detailed breakdown of labor, material, and equipment costs.
Additional Roadway striping.
Additional MOT and Rentals
We appreciate your understanding and look forward to your approval of the attached change order
so we can proceed with the necessary adjustments, agreements and material orders. Please don't
hesitate to reach out if you require further details or clarification.
This change order is based solely on direct cost elements such as labor, material, and stipulated
markups and does not include any amount for changes in the sequence of work, delays,
disruption, rescheduling, extended overhead, acceleration, or impact costs that are impossible to
assess at the present time. Right is expressly reserved to claim for any and all time as well as
these related items of compensable costs prior to the final settlement of this Contract.
Best Regards,
Jake Watterworth
Project Manager
Cc Jeff Crews Enclosed Change Order#8
Cindy Arevalo
Matt LePera, PE
1830 of 3458
m MIAMI BEACH
City of Miami Beach, 1700 Convention Center Drive, Miami Beach, Florida 33139, w .miamibeoch l.gov
PUBLIC WORKS DEPARTMENT
Tel: 305-673-7080, Fax: 305-673-702B
ROUTING COVER LETTER
DATE: 06/23/26
SHORT TITLE: Amendment No.1 to the
contract between the City and Ric -Man
International, Force Main Canal Crossing
Replacement at Pine Tree Drive.
FROM:..,�
DEPARTMENT: Public Works
9
Vol"- G Nu—r'J
CONTACT: Fiorella/Daisy
Ext:6007
Rou
�/-A id Martinez, Assistant City Manager
Eric T. Carpenter, City Managerr� �� �(�
OTHER (Name): RQj,Qh &Z0A A&0
Description:
In December 2025, the City Commission approved resolution 2025-34005 which authorized the
City Manager to execute Amendment No.1 to the City's construction contract 24-016-01, which
would increase the construction contract amount by $1,232,270.79. We are now presenting
Amendment No. 1 to the City Manager for signature in order to process the change orders.
We are committed to providing exce0ent public service and safety to all who live, work, and play in our vibrant, tropical,
historic community.
Y;
2025-34005
RESOLUTION NO.
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY
MANAGER AND CITY CLERK TO EXECUTE AMENDMENT NO. 1 TO
CONTRACT NO.24-016-01 BETWEEN THE CITY OF MIAMI BEACH AND RIC-
MAN INTERNATIONAL, INC., ISSUED UNDER ITS 2024-016-LB FOR THE
FORCE MAIN CANAL CROSSING REPLACEMENT AT PINE TREE DRIVE;
SAID AMENDMENT PROVIDING FOR THE FURNISHMENT AND
INSTALLATION OF A SANITARY SEWER BYPASS SYSTEM AND ADDITIONAL
304NCH DUCTILE IRON PIPE, LOCATED AT THE INTERSECTION OF PINE
TREE DRIVE AND WEST 51ST STREET, AS WELL AS FITTINGS AND
APPURTENANCES NEEDED TO COMPLETE THE PROJECT, IN THE NOT -TO -
EXCEED AMOUNT OF $1,232,270.78, INCREASING THE TOTAL CONTRACT
COST FROM $5,189,255.50 TO $6,421,526.28.
WHEREAS, the objective of this project is to install two new parallel 30-inch diameter
sanitary sewer force mains at the intersection of Pine Tree Drive and West 51st Street; and
WHEREAS, these new parallel force mains will replace two existing ones that have
reached the end of their useful life and are at risk of failure; and
WHEREAS, these force mains are critical to the City's sewer infrastructure and were
identified through condition assessments and recommended for complete replacement in the
City's 2019 Sewer Master Plan; and
WHEREAS, these force mains convey all sewage flows from the north side of the City,
including all satellite cities, southward towards Miami Dade County's Central Districts Wastewater
Treatment Plant; and
WHEREAS, the replacement of these assets is a high priority for the City and was
recommended to take place between 2020 and 2025; and
WHEREAS, Contract No. 24-016-01, the construction contract for this force main
replacement project, was awarded to Ric -Man International, Inc. ("Ric -Man'), the lowest
responsible bidder, pursuant to Invitation to Bid (ITS) No. 2024-016-LB; and
WHEREAS, construction activities have been underway since December 2024, and the
project is currently 80 percent complete; and
WHEREAS, during construction, Ric -Man encountered unforeseen challenges such as
unanticipated permitting delays and significant discrepancies between field conditions and the
conditions documented in the record drawings; and
WHEREAS, these discrepancies included undocumented utility conflicts and one of the
existing force mains being significantly deeper than identified in the contract documents, triggering
constructability, concerns that led to a modification in scope, requiring additional labor and
materials; and
WHEREAS, moreover, the age of the City's existing sewer infrastructure presents
challenges regarding the reliability of the existing isolation valves in the vicinity of the project site,
including the inability to operate the City's existing sewer system valves, and
WHEREAS, this has resulted in the development of a bypass and isolation plan that
includes additional line stops from those anticipated in the original design; and
WHEREAS, accordingly, a modification to the scope is now critical for the project's
completion; and
WHEREAS, collectively, the project requires a scope amendment totaling $1,232,270.78,
reflecting the following adjustments:
• Contractor fees for storing and transporting the pipe required for project completion.
• Scope adjustments for changing the interconnection between the two systems from
the north to the south of the bridge.
• Scope adjustments for encountering the pipes at deeper elevations than originally
anticipated per contract documents/reoord drawings.
• Additional field testing and ensuring compliance with construction permits.
• Upsizing the force main serving Sewer Pump Station #15 from 6 inches to 10 inches
as required based on encountered conditions.
• Furnishing and installing additional pipe, fittings, and appurtenances required to
change the interconnection location, avoid conflicts with undocumented utilities, and
tie-in to pipes at deeper elevations than initially anticipated.
• Constructing a bypass system between the two force mains to maintain sewer flow
and service while construction activities take place and provide temporary line stops
in lieu of operational valves as required for tie-ins to take place without further
compromising the City's existing sewer infrastructure,
• Conducting tie-in operations, including maintaining excavations and backfilling.
• Additional re -striping required to restore the site.
WHEREAS, the Administration recommends approval of Amendment No. 1 to Contract
No. 24-016-01 to modify the project scope and allow for the completion of this critical project.
NOW, THEREFORE BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayorand City Commission
hereby approve and authorize the City Manager and City Clerk to execute Amendment No. 1 to
Contract No. 24-016-01 between the City of Miami Beach and Ric -Man International, Inc., issued
under ITB 2024-016-LB for the force main canal crossing replacement at Pine Tree Drive; said
amendment providing for the fumishment and installation of a sanitary sewer bypass system and
additional 30-inch ductile iron pipe, located at the intersection of Pine Tree Drive and West 51st
Street, as well as fittings and appurtenances needed to complete the project, in the not -to -exceed
amount of $1,232,270.78, increasing the total contract cost from $5,189,255.50 to $6,421,526.28.
PASSED and ADOPTED this 17 day of Q•Ghn%"' 2025.
wL
Steven Meiner, Mayor
ATTEST:
DU 2 z
APPROVED AS TO
Rafael E. Granado, City Cled<
FORM & LANGUAGE
"INroi� OR1*[o & FOR EXECUTION
Ci orney -W Date